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HomeMy WebLinkAboutSolvent Site - Water Main Extension CITY OF BOZEMAN WATER MAIN EXTENSION S("I,"_)LVENT SITE VICINITY MAP �LO`CA�1�ED IN SHEET INDEX -----_--_11. `�'F •� `\. GALLATI `� COUNTY 9 ONTANA DESCRIPTION SHEET NO. S0 ER HEETANO, N � 4642A `\\ - COVER SHEET C1 1 OF 42 NIOVEMBER 2001 INDEX MAP C2 2 OF 42 SHEET LAYOUT MAP _ C3 3 OF 42 �.:. OIE L' T ',� '� CONTOUR SITE MAP C4 4 OF 42 46 \ L AT ON CONTOUR SITE MAP C5 5 OF 42 z CONTOUR SITE MAP C6 6 OF 42 WATER MAIN LINE 01 - PLAN /PROFILE C7 7 OF 42 WATER MAIN LINE 01 - PLAN / PROFILE C8 8 OF 42 __ \ ( q '11TI y '1 O B OZ WATER MAIN LINE 02 - PLAN /PROFILE C9 9 OF 42 W �/� _ WATER MAIN LINE 03 - PLAN /PROFILE C70 10 OF 42 WATER MAIN LINE 03 - PLAN PROFILE C11 11 OF 42 WATER MAIN LINE 04 - PLAN PROFILE C12 12 OF 42 G" r ` F � � V WATER MAIN LINE OS - PLAN / PROFILE C13 13 OF 42 a � WATER MAIN LINE 05 - PLAN / PROFILE C14 14 OF 42 Z 1883 8(8 3 WATER MAIN LINE 06 - PLAN /PROFILE C15 15 OF 42 qr-, 802 E• +_ WATER MAIN LINE 07 - PLAN /PROFILE C16 16 OF 42 \ � -- WATER MAIN LINE 07 - PLAN /PROFILE C17 17 OF 42 47 �j WATER MAIN LINE 08 - PLAN /PROFILE C18 18 OF 42 .! 'C.l WATER MAIN LINE 09 - PLAN /PROFILE C19 19 OF 42 •a GPI - , r)*'Co. WATER MAIN LINE 10 - PLAN /PROFILE C20 20 OF 42 Q ` WATER MAIN LINE 11 - PLAN /PROFILE C21 21 OF 42 -- I( *�' WATER MAIN LINE 12 - PLAN / PROFILE C22 22 OF 42 v • l~ ' 47, 7 WATER MAIN LINE 12 - PLAN / PROFILE C23 23 OF 42 �+ \ WATER MAIN LINE 13 - PLAN / PROFILE C24 24 OF 42 i WATER MAIN LINE 13 - PLAN / PROFILE C25 25 OF 42 V 11. WATER MAIN LINE 13 - PLAN PROFILE C26 26 OF 42 y WATER MAIN LINE 13 - PLAN /PROFILE C27 27 OF 42 i WATER MAIN LINE 14 - PLAN / PROFILE C28 28 OF 42 WATER MAIN LINE 14 - PLAN / PROFILE C29 29 OF 42 a (il i 1 WATER MAIN LINE 14 - PLAN / PROFILE C30 30 OF 42 WATER MAIN LINE 14 - PLAN / PROFILE C31 31 OF 42 `� ~—I '----,✓. i -�--i i. 'y• ,�y WATER MAIN LINE 14 - PLAN /PROFILE C32 32 OF 42 I` s P-9 'DUI T WATER SERVICE LINE 01 - PLAN /PROFILE C33 33 OF 42 0 1500 3000 4500 WATER SERVICE LINE 01 - PLAN /PROFILE C34 34 OF 42 As jD WATER HYDRANT LINE 02, 25-27 - PLAN /PROFILE C35 35 OF 42 SCALE: 1 INCH =1500 FEET - - -- WATER HYDRANT LINE 25B, 25C, 26B-PLAN /PROFILE C36 36 OF 42 = CIVIL DETAILS C37 37 OF 42 �f CIVIL DETAILS C38 38 OF 42 CIVIL DETAILS C39 39 OF 42 BORE HOLE LOGS AND LOCATION MAP C40 40 OF 42 BORE HOLE LOGS AND LOCATION MAP C41 41 OF 42 TEST PIT LOGS AND LOCATION MAP C42 42 OF 42 O NOTE Z HYDRANT BENCHMARK DATUM ELEVATIONS SHOWN ON SHEET C3. Civil Engineering 32 DISCOVERY DRIVE ► L BOZEMAN,MT 59718 Land Surveying PHONE(406)582-0221 ALLIED Geotechnical Engineering FAX(406)582-5770 ENGINEERING SEF2VICL-_S, INC- 8 PROJECT ENGINEER: SCOTT R. SMITH,PE DESIGN ENGINEERS: PAUL SANFORD,PE&WENDY STEINBEISSER,El GEOTECHNICAL ENGINEER: CRAIG R.MADSON,PE LAND SURVEYOR: RUSTY COLLYER,PE,LS OVERALL SHEET 1 OF 42 ('OVER SHEET - C1 I / L` V ae1u,.1I � 3" U NN t1-A105 I INN'1-:I'. _ - _ N-1713 - IC)BE1,GkADE II\tl is • J1RL R/W' r US H.1M RI-I I tt I�G I)PI 1. W-601 C'+�,• If,h:1�1 — - TI It- M \ \ i vy . bN LEGEND PROFILE LABEL KEY W WATER LINE (EXISTING) CULVERT (PROPOSED) POWER POLE . W MR WATER MAIN = = CULVERT(EXISTING) - - ELECTRIC POWER W-H # WATER HYDRANT LINE I• 1-3 RECEIVING PIT UTILITY PHONE W-S # WATER SERVICE _ PUSH PIT UTILITY GAS HYDRANT (EXISTING) — WATER LINE EASEMENT - x x BARBED WIRE FENCElqy - - _ ELEVATION - HYDRANT GIS PROPERTY BOUNDARY CHAIN LINK FENCE TEE CONNECTION EDGE OF PAVEMENT ........ , .. RAILROAD TRACKS O o BEND 921 -, SEWER LINE VEGETATION w `n 0 u END CAP SEWER MANHOLE - SNGL & DBL POLE SIGN ?w wow ►1 WATER VALVE STREAM ROCK FEATURES o -� PRV PRESSURE REDUCING STATION .AL WETLANDS TRAIL O CURB STOP 4 WATER POND Q SATELLITE DISHY IiJ LIGHT POLE MAIL BOX 8 NO. REVISIONS _ DRAWN BY DATE 0 300 600 900 NT COB WATER MAIN EXTENSION SOLVENT SITE PROJECT #: 001 SHEET �„" � /� Civil Engineering 32 DISCOVERY DRIVE DATE: n/zool C� A L OF 7 * 91N � Land Surveying BOZEMAN,MT 5971R AlAB-INDEX MAP.DWG SCALE: 1 INCH = 300 FEET INDEX MAP OVERALL SHEET 2 OF 42 ALLIED Geotechnical Engineering FAAXN�)582-5�0 21 PROJECT ENGINEER: SRS DRAWN BY: LJG < BOZEMAN MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: SRS REVIEWED BY: SRS, TILT o� ' SERVICES. INDEX MAP INC. 9 N� WA C19 s�'`C�7 TER p7 L11VE_09 3 V WpSCR``NE, ti1�G, � ri cN`Y4�ti� X'N'0 � �o9FP� CJ � b 9f s� CPS CONTROL C (2 SEa BENCHMARK SNP SPIKE W/ ORANGE B�3pO Cy��r'r RIBBON tA0gA 01`V O ELEV. = 4612.25' O R �' N� CITY OF BOZEMAN DATUM 9. SHT C22 (�F O 0 WATER LINE-12 > CP "� REEVE ROAD EABT N i"i. wq rf T CIp ' SHT C24 SHT C25 SHT C26 SHT C27 WATER LINE-13 WATER LINE-13 WATER LINE-13 WATER LINE-13 Oq HWY 10 IIWY 10 N HWY 10 y 4-INI'ERS'rATE 90-0 SHT C13 o SHT C14 mp .A WATER LINE-OS WATER LINE-05 G Z REU WING URIVF. yin a s r ^ 'b ti SHT C34 SHT C33 o WATER SERVICE WATER SERVICE 9�P v L LINE-Ot LINE-01 � F �P Nf� C7 O/ BENCHMARK N.W. BOLT ON HYDRANT #1284 ELEV. - 4635.98' ,CITY OF BOZEMAN DATUM $0 % k Sll'� 9rt;R'rl, A 9� >r BENCHMARK N.W. BOLT ON HYDRANT #652 �Q+ ELEV. = 4711.59'_ J CITY OF BOZEMAN DATUM �\1 i AS-IBUILT NO. REVISIONS DRAWN BY DATE 0 300 600 900 PROJECT M: 00-091 SHEET nNINIMCOB WATER MAIN EXTENSION SOLVENT SITE DATE: 11/2001 ID t Civil Engineering 32 DISCOVERY DRIVE r OF dSCALE: 1 INCH - 300 FEET yza Land Surveying BOZEMAN,MIT 597 18 SHT LAYOUT MAP.DWG C3 42 SHEET LAYOUT MAP ALLIED PHONE(406)582-0221 OVERALLSHEET 3 OF 42 PROJECT ENGINEER: SRS DRAWN BY: LJG Geotechnical Engineering FAX(406)582-5770 BOZEMANMONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: SRS REVIEWED BY: SRS, TLT ' SHEET LAYOUT MAP 8Ef3VICE8,INC. *Z4 s H k 0 46 CONTOUR INTERVALS c7 MAJOR CONTOUR INTERVALS = 5 FEET MINOR CONTOUR INTERVALS = 1 FOOT I 4620 4635 HWY 10 HWY 10 4 MATCHLINE SHEET C4 SHEET C4 «-INTERSTATE 90�+ V0?, CPS CONTROL BENCHMARK G� SPIKE� W/ ORANGE q6�o RIBBON F, ELEV. = 4612.25' (� 4630 4625 NiOSRONO 4620 4610 46Zs BENCHMARK i N.W. BOLT ON HYDRANT /1284 J ELEV. = 4635.98' / oa 4620 CONTOUR INTERVALS b� - s _ MAJOR CONTOUR INTERVALS = S FLLT HWY1O IIWYIO ��e�� q��� MINOR CONTOUR INTERVALS = 1 FOOT II�I'1J1' MATCHLINE SHEET C4 SHEET C4 NO. REVISIONS DRAWN BY DATE 0 100 200 300 NTq PROJECT M: 00-091 SHEET xo p" COB WATER MAIN EXTENSION, SOLVENT SITE a . DATE: 11/2001 _ Civil Enginccring 32 DISCOVERY DRIVE d d * L\� BOZEMAN,MC59718 ONTOUR SITE MAP.DW C40F T� SCALE: 1 INCH = 100 FEET v2"M CONTOUR SITE MAP Land Surveying PHONE(406)582-0221 OVERALL SHEET 4 OF 42_ 10�'� ` ALLIED Geotechnical Engineering FAx 406)582-5770 ROJECT ENGINEER: SRS DRAWN BY: LJG �` .`„„o f7 BOZEMAN MONTANA ENGINEERING g g COB WATER_MAIN EXT. jESICNED BY: SRS REVIEWED BY: SRS, TLT _— sER��Es• �� CONTOUR SITE MAP CONTOUR INTERVALS MAJOR CONTOUR INTERVALS = 5 FEET i I MINOR CONTOUR INTERVALS = 1 FOOT A? cs~ 46, S U U vJ ca aC 8�1�O9 U d sa i REEVES ROAD EAST 640 Gi U U C� i � � I HWY 10 ASS-QUILT NO. REVISIONS DRANK BY Dt 0 100 200 300 PROJECT M: 00-091 SHEET uo COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32 DISCOVERY DRIVE DATE 11/2001 SCALE: 1 INCH = 100 FEET �:��. CONTOUR SITE MAP of, Land Surveying BOZEMAN,Mr59718 ONTOUR SITE MAP.D CS 42 ALLIED FAX( 6)58-5770 OVERALL SHEET 5 OF 42 - itOJECT ENGINEER: SRS DRAWN 8Y: LJC Geotechnical Engineering FAX(ao6)582-5770 ; BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. �t SIGNED BY: SRS REVIEWED BY: SRS, TLT sEnv....... CONTOUR SITE MAP 4650 4650 HWY10 AS—BUILT CONTOUR INTERVALS RED WING DRIVE MAJOR CONTOUR INTERVALS - 5 FEET 4650 MINOR CONTOUR INTERVALS = 1 FOOT 46S S W W MATCHLINE SHEET C6 — x x SHEET C6 i E� MANDEVII LE PROPERTY o-� STATE LAND 0 n V STATE LAND n� M CONTOUR INTERVALS MAJOR CONTOUR INTERVALS = 5 FEET MINOR CONTOUR INTERVALS = 1 FOOT BENCHMARK _ N.W, BOLT ON HYDRANT #652 �.� ELEV. = 4711.59' r MANDEVILLE LANE SHEET C6 MATCHLINE SHEET C6 PROJECT p: OD-091 SHEET N REVISION`; - DRAWN BY DA1 ° ,°° 200 300 COB WATER MAIN EXTENSION SOLVENT SITE - Civil Engineering R L. A', MY DRIVE DATE' SITE 1 C6 42 uon a �); L SCALE: 1 INCH = 100 FEET srm a0L1 Id MT 59718 ONTOUR SITE MAP.DW - CONTOUR SITE MAP Land Surveying OVERALL SHEET 6 OF 42 PHONI i��aa 582-0221 - - <OJECT ENGINEER: SRS DRAWN BY: LJG < of q ALLIED Geotechnical Engineering FAX(406,•n'1770 A' BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. ULSIGNED BY: SRS RENEWED BY: SRS, TLT -aavicts.in.c. CONTOUR SITE MAP WEST EDGE OF PAVEMENT ROAD CENT ERLINE / I EAST EDGE OF PAVEMENT ROAD CENTERLINE GRAVEL I / DRIVE I T DI 90'BEND, MJ VALLEY CENTER ROAD I STA. 0+38 0 _ o WATER MAIN LINE 01 EAST EDGE OF PAVEMENT — •- S m _ 12" DI CLASS 51 J --- - - - _ a-- o _o N 12' DI CLA55 51 _--____ -_ T R/W N WATER MAIN LINE Ot r p-t- A I _r--_P F .._ r `. _ 30, Ut1LITY /o 2" CONNECTION o CASEMENT Sj FOR CHLORINATION - - - �. _ - _ • "- STA. 0+12 I r II EXISTING BROKEN 10" SDR 35 12" DI BUTTERFLY VALVE. MJ EXISTING 12" DI SEWER STUB CROSSING STA. 3+09 A.ST 4+55 y 00 TEE CONNECTION I 12" DI TEE CONNECTION I STA. 0+00 W/ END PLUG, MJ ��/ r STA. 0+09 l_12" DI BUTTERFLY VALVE, MJ eq�D WIRE FEN / t!J CC11�77 y STA. 0+04 / COS yyy CAPE-PRANRAN CE �+ i PROPERTY Y a 3 r PLAN VIEW-WATER MAIN LINE 01 a a 0 0 o > 3c 3 w F- N y N w n > ,n w aojy� �npp n Z p� N 6 n @. it ♦ ♦ V Y m a 1 10 V 1A b O, :3 v w 0II o°r°II j� w 'o < v I� U� m + +A � Nn =emu �I�u WVIZ N VIZ .N- NZ N_z N HZ N �> >I<-" '4 EXISTING BROKEN 10" SDR 35 �'�- a2 x In? plc^^•? SEWER STUB CROSSING, 10• BELOW GROUND SURFACE. GRAVEL 4650.0 STA, 3+09 DRIVE 4650.0 E EXISTING 4645.0 UTILITY-PHONE ' STA. 0+26 464 EXISTING -----'--f 4640.0 UTILITY-GAS r 0+ 8 / EXISTW FIRE ! a54wr.0 o - "- 5T-A. 2 ------- EXISTING GROUND SURFACE--_ � OPTIC -STA.CABLE � } 4635.0 EXISTING UTILITY-ELECTRIC r EXISTING GROUND SURFACE _ 11 4635.0 ,t -- --t----- -- ------- ---------- -- __ 4630.0 j I T EXISTING UTILITY-ELECTRIC ` I 1530.0 STA. 8+38 4625.0 1 WATER MAIN LINE 01 = 1169 LF'i OF 12" DI CLASS 51 WATER MAIN 4625.0 i 4620.0 4620.0 t, I I m w rn m m m n aYoIrn o n . m0i ao1, • I °♦ ♦♦ •f O aeo e awo w v a <0� Ia�si e o ♦0r awv baN nb b e NNO NM n N N n Na b, b b b bb Nnhr II a v a s eye a s 8 8 8 8 S 8 8 8 8 S 8 8 8 S 8 S 8 8 , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Y 8 N O V O N O N O o O N O o O+ + + + + + + + + + + + + + + + + + ++ i a0 PROFILE VIEW-WATER MAIN LINE 01IDU g N0. REVISIONS DRAWN BY JE HORIZONTAL SCALE VERTICAL SCALE PROJECT f 00-091 SHEET 0r�30 ��'° COB WATER MAIN EXTENSION, SOLVENT SITE ✓ Civil Engineering 32DISCOYL,. ;,RIVE DATE: 11/2001 C7 42 w TM° WATER MAIN LINE 01 - STA. 0+00 TO 8+00 Land Surveying PHONE(06)3 a W-MAIN LINES of 1 INCH = 30 FEET 1 INCH = 10 FEET ALLIED PHONE(406)5%' -, OVERALL SHEET 7 OF 42 IOJECT ENGINEER:SRS DRAWN BY: LJG Geotechnical Engineering FAX(�)y%Z BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. ULSIGNED BY: SRS REVIEWED BY: SRS, TLT sER-c—d IRS. WATER MAIN LINE 01 T S/ CHAIN LINK FENCE S 3 12- DI TEE CONNECTION 3 W/ END PLUG TO NORTH f 1 z STA. 8+33 � j HYDRANT ASSEMBLY G `^ STA. 8+56------ a i ARROW BOLT CSB a EL=4634.33 \ O / 30' UTILITY 12" DI SOLID ✓' f' 12" DI BUTTERFLY VALVE, MJ EASEMENT SLEEVE, MJ STA. 8+62 ''•}� w �Qa _ .. -._ STA. 11+08 \i 12- DI 22.5- BEND, MJ F,P 01' w \ o WATER MAIN LINE Ol o STA. 11+75 yEP���a� U 12" DI CLASS 51 a / rn L o o o o q N + 4 \ 1 w O --8 -00 SHEET C8 SEWER MAIN CROSSING '. > a SHEET C7 MATCHLINE AT APPROXIMATELY WI CY STA. 11+18 w 12" DI 22.5-BEND, MJ \ a. o STA. 11+72 a 30' UTILITY \ o o EASEMENT N A w � j \ PLAN VIEW-WATER MAIN LINE 01 a z z w z z o a F Z m ^ T N O O N O ry N N K N Q N W 1� 2 P Z w +° Z+° m+u ,cam + a N na N ma O a0� G0� O a0� J OIL O o N +M N +u p W II �H N V1Z =VIZ N VlZ p NZ � W N�� N j F GRAVEL iv �� " z DRIVE i � 09 4640.0 4640.0 EXISTING GROUND EXISTING FIBER- 4635.0 SURFACE OPTIC CABLE ———_——— T _STA. 8+42 4635.0 I EXISTING ` 4630.0 UTILITY-ELECTRIC ` _ _ EXISTING GROUND SURFACE A.ST 8+38 4625.0 —__---— T-1 4630.0 � EXISTING 30- 4625.0 SEWER MAIN 4820.0 U IE-4620.91 WATER MAIN LINE 4615.0 01 4620.0 = 1169 LF OF 12" DI CLASS 51 WATER MAIN 2 0 I I 4615.0 ifs f 4610.0 4610.0 N N in o M n m n �00 b m tp �Ip O H O r7 I b N N n N n Oim pj'pp 6ry M n N cb a s a s a s a s a s a s a s a s a s a s 8 8 8 8 8 8 0 8 8 a o p + + o m+ 8 ..9 e e ,Qi e + p+j o+ + I + + O PROFILE VIEW—WATER MAIN LINE 01 A S e�U 17LT7 NO. REVISIONS DRAWN BY1 IE HORIZONTAI AIE VERTICAL SCALE PROJECT M: 00-091 SHEET -,3° rm— � �o I p COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32 DISCOVERY DATE: 11/2001 CQ OF 42 1 INCH = 30 FEET 1 INCH = 10 FEET �.M WATER MAIN LINE Ol — STA. 8+00 TO 11+69 Lo:. g ring BOZEMAN,MT> W-MAIN LINE-01 O Land Serve PHONE(406)582, OVERALL SHEET 8 OF 42 ALLIED - ROJECT ENGINEER: SRS DRAWN BY: LJG GCOtechnical Engineering FAX l4oelsez-s771, -- BOZEMAN,MONTANA ENGINEERING OESICNED BY: SRS REVIEWED BY: SRS, TLT COB WATER MAIN EXT. WATER MAIN LINE 01 I - -- • -- --- -- - .---� �� �✓ �'OPERTY 30' UTILITY � � u � - L II -}-- NDARY EASEMENT 1,� 4 I �II II PHONE BOX III5T E�EN�F Q I I II'v PAVE ire ` O O m ir I III N — _ CVii L I I H 9YR113 �Yq J JACK CASING JACK CASING —_ Z A - R AD fp z S7A. 0+13.16 TO 3+12.50 STA. 3+58.40 TO 4+39.08 II yHi i I I CROSS oCO v- / STA.5 9T6.11 ...III Z R A'dN tiF / GIIT I 11 NptEE p3 0' m 0 0 o WATER MAIN LINE 02 0 12" DI CLASS 51 ♦ - _. ( _ _ - -N - n - GUY MARE SEWER MAIN /o / '12" DI BUTTERFLY ! '`� CROSSING I - VALVE, MJ STA. 5+65.26 / " G ( 9 STA. 3+53 80 1360 CASING r , " / 12" DI 22.5' 12" DI BUTTERFLY - I I - BEND, MJ VALVE, MJ C79 j 12" DI 45' 36"0 CASING STA. 0+00 STA. 0+03 - 1 BEND, MJ f �- STA. 3+35,40 G9 1' F / __24" CM_P 12"DI 45' h T / _-----------------_ BEND. MJ Q > a o STA. 3+16 a o } 0 0 2 F W 0 0 3� / z I PLAN VIEW - WATER MAIN LINE 02 W Z a a W O Q `! W m Z Z O _N m m Q U > VI 7 Q e > d U U Y M o I o Z W '6O a OUf wNWa _�vma d +W� m y 0 2 U U N O Z 0M dO1 0 Z 0 O d K W N�WnII r a Q FQ-� N F� Q 4 Q Nz N? VI 9:U N a U VIA VIz VIz V)IL U VI a U 299' JACK CASING - 81' JACK CASING ---- _1-90 OFF j� I-90 EAST MEDIAN 1-90 WEST I-90 ON RR TRACK HWY 111 4640.0 _ RAMP RAMP CROSSING CROSSING 4640.0 4635.0 EXISTING GROUND 4635.0 SURFACE 4630.0 G GROUND-- ------- 4630.0 4625.0 \\n \`- ,� CULVERT - � 4625.0 i / EXISTING-/ -36"0 CASING 4620.0 36"0 CASING UTILITY-PHONE 4620.0 4615.0 - -- -- — -- -- - - - � b�_� 4615.0 WATER MAIN LINE 02 = 596 LF OF 12" DI CLASS 51 WATER MAIN - - 20" EXISTING 4610.0 SEWER MAIN 4610.0 o- m n Yn0 rn n n n n 'r i0 pig �,N a�°.d n i0 n rn m N v�i 0i ao e N �'N ip�p iri a 6 ri M m i v d d d d d d d d d d dd 8 8 8 8 8 S 8 8 8 8 8 0 8 0 0 R 8 0 0 m+ PROFILE VIEW - WATER MAIN LINE 02 AS-11BUILT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT b: 00-091 SHEET DATE: 11/2001 COB WATER MAIN EXTENSION, SOLVENT SITE L Civil Engineering 32 DISCOVERY DRIVE C9 OF42 �`° Land Surveying BOZEMAN,MT59718 W-MAIN oz.Dwc 1 INCH = 30 FEET 1 INCH = 10 FEET WATER MAIN LINE 02 - STA. 0+00 TO 5+96 PHONE(406)582-0221 OVERALL SHEET 9 OF 42 �>I:�Y,°� ALLIED Geotcehnical Engineering FAX(406)582-5770 (•OB WATER MAIN EXT. -- PROJECT ENGINEER:SRS DRAWN BY: LJG s BOZEMAN MONTANA ENGINEERING DESIGNED BY: PJS REVIEWED BY: SRS, TLT c[A`o ' s�A����s.�N�. WATER MAIN LINE 02 S S $ $ $ $ $ $ S S r S $ , / —s t EDGE OF PAVEMENT PROPERTY BOUNDARY ' ' SST 12" DI BUTTERFLY VALVE, MJ STA. 7+04 HIGHWAY GUY WIRE j SIGN 27 O y / CROSS AD I 1 DF PAVEMENT Rr1.1CjNILLRO 12" DI SOLID SLEEVE, CONNECTION y EDGE .SP STA. 6+91 12" DI.CLASSIt, R TEE 03 /1f 024/,,y �\ 12"x10" SDI TAE2+66 CONNECTION 2 7 LIGHT POLE NATER MAIN LINE 00 ____p -- 12" DI BUTTERFLY VALVE, MJF- I CAST EDGE OF PA�M STA. 2+61 it I EA EDGE OF O'�1to I ED GE PAVEMENT �' \ / WAT MJ ER MAIN LINE 03 £NT 0—\ 12" DI 11.25SBAND,+22 ST HYDRANT ASSEMBLY\ y 12,,pI STA. 7+09 ARROW BOLT CLASS HIGHWAY .� EL=4623.26 y/ O 0 18 CMP SIGN . /GUY WIRE 1, I _ ) _ i/ � STA. 4+,6 12" DI BUTTERFLY / --- - --�� ._. - F" y VALVE, MJ 1� / -- - - _ __i�e�-ti`i' NO N STATB-15IONARY Qf I -m NO STATIONARY ROD STA. 0+02 r PROPERTY BOUNDARY V � � - � Z z (il ; HIGHWAY SIGN I Z W � 'HYDRANT ASSEMBLY r^ ai STA. 1+07 C7S n ARROW BOLT 0 y ^" EL-4633.34 �+ 0 W Z 2 PLAN VIEW-WATER MAIN LINE 03 0 a N �N ON Nm > iO U H , a p ma rn0 a AS-IVILT 0 0 + Oil Oil NO1I O} m Oilm Z ON l�� Q n!- aQ> d Q F> O N MY N� S VIz VIz NZ N iX VI? 4640.0 46400 4635-0 46350 --- y 4630.0 EXISTING GROUND SURFACE ROAD CROSSING_ ----- 4630.0 r 4625.0 \-- ROAD CROSSING-------- -----EXISTING GROUND SURFACE 4625,0 --- -------- - EXISTING GROUND SURFACE--_--- 4620.0 WATER MAIN LINE 03 = 1101 LF OF 12" DI CLASS 51 WATER MAIN 4615.0 i 4615.0 4610.0 4610.0 4605.0 4605.0 �o o Sao mrn vN o,d .no vim a,n uNiN Nm O N N N N N N N 0 a O 0 T OM NN N N v O as as N rN tV Oi 110 s s s IDIDa 010 s a s a s 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + 0 00 �, 0 N 0 N 0 0 0 n O O + + N N n M ♦ V n f` p0 m PROFILE VIEW-WATER MAIN LINE 03 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT //: 00-091 SHEET 30 ° 10 COB WATER MAIN EXTENSION, SOLVENT SITE Civil En Engineering 32 DISCOVERY DRIVE DATE: 11/2D01 INCH FEET , INCH FEET WATER MAIN LINE �3 - STA. 0+00 TO 8+5p /zAi Land Surveying BOZEMAN,MT59718 W-MAIN LINE 03.DWG C10 OF 42 PHONE(406)582.0221 OVERALL SHEET 10 OF 42 ALLIED PROJECT ENGINEER:SRS DRAWN BY: LJG , Geotechnical Engineering FAX(406)582-5770 BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: WMS REVIEWED BY: SRS, TILT gE RVICF_8,INC. WATER MAIN LINE 03 S g S S g s s s s GUY HARE X, / 1 WEST EDGE OF PAVEMENT 0 y zi 12" DI CROSS CONNECTION z W/ENO PLUG. MJ S y 7 STA. 11+01.05 PRINGHILL ROAD y 12" DI 11.25'BEND, MJ 12" DI BUTTERFLY V41 VF. MJ < STA. 9+92 STA. 10+95 ; l EAST EDGE OF PAVEMENT '' _24" CMP y WATER MAIN LINE 03 12" DI CLASS 51 1— — ---------- o - r-oa - + 1 —_ �T- 0 - - GUY WIRE -r 12" DI 11.25' BEND, MJ I - STA. 10+90 U V 12" CROSS a' SEWER MAIN CROSSING a CONNECTION o a STA, 8+94 C77 STA. 11+01.05/ w W it WWW _z a `I J y Z At III U H PLAN VIEW-WATER MAIN LINE 03 J a 0 z w 3 O t= 7 < w 1 {pp ZzZ M >- MI O M W O W U 00 (� O0!! A v-� +a'Y Y m +Y U +II + O O �M N 09 4640.0 4640.0 4635.0 4635.0 4630.0 4630.0 4625.0 4625.0 4620.0 _,_ EXISTING GROUND SURFACE 4620.0 4615.0 2.15-r 4�461 .0 1 4610.0 .0 8" EXISTING WATER MAIN LINE 03 = 1101 LF OF 12" DI CLASS�51 WATER MAIN SEWER MAIN J 4605.0 IE=4614.34 I p ul yryj N n 1p Tivi 9 MN N N N Of ¢� 0 00 ow ow 1 $ $ $ $ g o g o $ o $ $ o m m m m o o + + AS—BUILT PROFILE VIEW-WATER MAIN LINE 03 PROJE:CI WET NO.NO. REVISIONS DRAWN BY DATI HORIZONTAL SCALE VERTICAL SCALE N: OU-091 S COB WATER MAIN EXTENSION SOLVENT SITE ' ��+ Engineering I .�'OVERYDRIVE DATE: 11/2001 C11 oF42 fL�_ Civil * s<urra �IAN,MT 59716 W-MAIN LINE 03.OWG WATER MAIN LINE 03 - STA. 8+50 TO 11+01 Land Surveying 1406)582-0221 OVERALL SHEET 11 OF 42 _. 1 INCH = 30 FEET 1 INCH = 10 FEET ...U—e ALLIED Geotechnical Engineering :�,hlss2-sTTo PROJECT ENGINEER: SRS DRAWN BY: LJG BOZEMAN MONTANA ENGINEERING COB WATER MAIN EXT. 63 DESIGNED 8Y: WMS REVIEWED BY: SRS, TLT /crA..a ' WATER MAIN LINE 03 sEav�ces.irac N1`1 1 1" WS, 46 LF 1 'I 1" WS, 46 LF STA. 4+24 N STA. 4+22 (DEO M B-17) 1 i i" WS, 45 LF -- _ 1" WS, 46 LF II STA. 2+a8 PROPER" - - STA. 4+26 S NO STATIONARY ROD ERTY @pUNDARY � NO STATIONARY ROD U II11 s`s EDGE OF PAVEMENT II $ S.S. - 'Ay NII s_s SERVIC�� - - - - l II o tg s - -- - -- - II EDGE OF PAVEMENT RE I_ 10" DI 22.5' QP�- SERVICE m 10"DI CLASS 51 EV s ROAD wks T --- BEND. MJ E,O \N Ilk PROPERTY BOUNDARY I / o EDGE OF PAVEMENT $�$ STA. 6 37 LF STA. 0+91 �,P 10" DI 22.5' BEND, MJ \ S,S d �O �PtE,R STA. 1+80 SERVICE WATER MAIN LINE pq NO STATIONARY ROD 0 HWY 6 HYDRANT ASSEMBLY 1" TA.S 2 LF N ip" CLASS SIGN ', / C78 STA. 3+55 D1 LASS 51 0 r 1 ASSEMBLY ARROW @OLT NO STATIONARY ROD � Fp \ `J EL=4630.42 Cc^ STA. 74 G9 10" DI 22.5'BEND, MJ J,. 0 Q _ 1 ARROW BOLT STA. 6+06 y .. 10" DI GATE VALVE, MJ _� i EL=4630.14 STA. 3+60 �'%F. 10" DI 22.5'BEND. MJ 10" DI GATE VALVE, MJ STA. 6+52 �7*• STA. 0+08 � 1 WOO" DI TEE 6 HYDRANT ASSEMBLY --A _CONNECTION, M_J Z Gig STA. 6+78 STA. 0+00 ARROW BOLT 00 O ) EL=4634.26s�- ( D — _ 10" DI 90'BEND, MJ 5 �9 STA. 7+44 i 5 r 5 . 00 of PLAN VIEW-WATER MAIN LINE 04 F Z U m w i r H r r U m n n 'o Z N rn n Z a Z e y�� vNi o ,dn 1oNO m 0 N > N m N m N N N w N QQ aSd" O wd i(l VIP�Z`' in NVaI zd a ma Oy'' m_ nda tiyd O ON 40 N +II II mN � mN N eO, aO it 0 a x Es - o eZ2N? V= "11 =VIZ �yIZ EXISTING 46, UTILITY-PHONE 4640.0 EXISTING / EXISTING 24" 4635.0 UTILITIES CMP CULVERT % 4635.0 / 1 EXISTING EXISTING EXISTING ———————————— —— --- ,---- 4630.0 / UTILITY-PHONE UTILITY-PHONE .,UTILITY-PHONE EXISTING GROUND SURFACE ACE --t/ ------ r ✓i // —————— _EXISTING*GROUND SURFACE,—r-—_ ———————— —— 4625.0 � ! --- --- I--------� � 4625.0 DITCH 4620.0 WATER MAIN LINE 04 = 744 LF OF 10" DI CLASS 51 WATER MAIN RIGID BOARD I SULATION� 4620.0 RIGID BOARD 6" THICK, 16 LONG 4615.0 INSULATION EXISTING SEWER MAIN 4615.0 6 THICK, 20 LONG aM lr�rn ,doo inn Nprn mn no nn � O OD Na Ne Na N Na Ns aNs aNs wNe Na Ns N`g Nr fV N ^lV N NmO M mN OM N MV 10 10 NN✓M) NN M(V NN rMj a r`< a as ee as as 8p 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 O o 6 0 0 0 0 6 0 o o O o 0 o < v1 O N O ,(I O ,A O 1 O 0 O m O d + + + + + + + + + + + + + + + + O O N M M d d ,n n m b n n ILT PROFILE VIEW-WATER MAIN LINE 04 �j S_ID U NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE A FROJEC I U91 SHEET D 30 0 10 COB WATER MAIN EXTENSION SOLVENT SITE d u '„q r Civil Engineering 3�z nswN MT 9�ii E WAMAIN 4oDWC C' �F T� 1 INCH = 30 FEET 1 INCH = 10 FEET WATER MAIN LINE 04 — STA. 0+00 TO 7+4-4 �ZAE Land Surveying dVElt I,SHEET 12 OF 42 "a I_��" ALLIED PHONE(406)582-0221 PROJECT ENGINEER: SRS DRAWN BY: LJG Geotechnical Engineering FAX(406)382-5770 BOZEMAN MONTANA ENGINEERING C7 1TER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS. TLT "s o ' s�R�I�Es. �_ R MAINLINE 04 s � f 8" DI 11.25' 8" DI 45'BENDS, MJ\ BEND, MJ 1 STA. 6+96 Ac STA. 7+05 s STA. 7+73 (BENDS ALSO ROTATED VERTICALLY) g" DI 11.25' A'D 8" DI SOLID SLEEVE, MJ 1" WS, 30 LF S BEND,+39 GUY�'� PROPERTY BOUNDARY PROPERTY BOUNDARY STA. 5+99 STA. 6^\ I% I !WIRE + ♦ o WATER MAIN LINE 05 0 o N / ♦ _ --P4_' CMP --- - SS 0 8" DI CLASS 51 o a WATER MAIN LINE 05 8" DI CLASS 51 irn / } _ �` - / 8" DI TEE CONNECTION + .,, o o 00 I s s o $ '-GUY WIRE W/ END PLUG, MJ " II SEWER MAIN CROSSING_� STA. 0+00 11 A 6 HYDRANT ASSEMBLY STA. 7+16.03 lip j > pR STA. 6+50 I r� 11; ARROW BOLT ��*� NORTH EDGE OF PAVEMENT 11 v NORTH EDGE OF PAVEMENT EL-4622.14 LIGHT POLE-' > \ CROSS____ 11 BURIED TRAFFIC� z CONNECTION p7 HIGHWAY 10 II SIGNAL LOOPS i u � N PLAN VIEW-WATER MAIN LINE 05 0 Q Lo 0 ir z ' a o a w w z Z ¢ U N K Z 0! N 2 Z W 3 W W U 0 F o Z"Z {.1 > m m i w v/ W +� m O n > 00 m a Q n Q N a N .'1 U-' 17 M 2 N Q N Q IT W n N U t0 U a Z N Z M N N ir Ul Q N U 0W1J Ou _ 0_ rnNHp VI N"oa1 W_ �NN.o11 >1+nnNaq W U o_ + Q a mv�rN�_l Neap Op�- CDH DJ F- m -F- p w 0 w 0 yK1 0 yKy11 {K{�� w % yw1 O K O yd'1 �z W Hz W H> - F� )r� N� F� F> '> OD VIZ O NZ O VIZ OD VlZ =VlZ CD VIZ e0 NZ 00 V)Z 00 VIZ 'co VIZ 00 NZ VIZ VIZ VIZ 4640.0 4640.0 ROAD - -� 4635.0 CROSSING 4635.0 4630.0 -- 4630.0 _- -- EDGE OF 4625.0 PAVEMENT RIGID ARD INSULATION �� 4" THICK, 24' LONG /i 4625.0 4620.0 -----------------EXISTING GROUND-__-_---- ------- DITCH EXISTING GROUND 4620.0 4615.0 � ----- ------ -1.13' 4615.0 ' 30" EXISTING 4610.0 ` SEWER MAIN 826 LF OF 8" DI CLASS 51 WATER MAIN IE=4616.04 4C10.0 STA. 0+00 TO 8+26 4605.0 4605.0 a N O n m N Op O� "I a n N UO a OI at O 10 N E m a n V1 ,p�O n N M1 N M IO n N n,O N a p,n rl Nl n IO N n pp�D r7 M .-j n.D pl a N lV O N N O O p, O Oi O Oi 0 u0 O Oi N O N N N N N N N O �'N N N(OV !V Y1 [V M N N r v e o o a a a a tO '�'� to io to.o so�o .o�o ip to to to e e e to e e m to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 O N O N O O N S I(1 O + + + + + + + + + + + + + + + + + + + L O PROFILE VIEW-WATER MAIN LINE 05 AS-1WILT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE - PROJECT #: 00-091 ° 30 0 10 COB WATER MAIN EXTENSION, SOLVENT SITE / Civil Engineering 32 DISCOVERY DRIVE DATE: 11/2001 SHEET xorr". Lam`_ BOZEMAN,MT5971R W-MAIN LINE 05.0 WGIC13OF42 1 INCH - 30 FEET 1 INCH 10 FEET '" l WATER MAIN LINE 05 - STA. 0+00 TO 8+50 Land Surveying OVERALL SHEET 13 OF 42 1 ALLIED PHONE(406)-57 0221 PROJECT ENGINEER:SRS DRAWN BY: LJG "..o ,� -' Geotcchnical Engineering FAX(406)582-5770 DESIGNED BY: PJS REVIEWED BY: SRS, TLT s '` BOZEMAN VIONI�AN� ENGINEERING COB WATER MAINEXT. I^ -'t �- r WATER MAIN LINE 05 1 v1$� hq fCMPCONCRETEHEADGATEPROPERTY BOUNDARY SEWER MAIN CROSSINGSTA. 8+99 CM s s s s s s s s s s4{ pWATER MAIN LINE 05 10 DI CLASS 51 A' NORTH EDGE OF PAVEMENT o a _ 10" DI 90'BEND, MJ m '1, IIWY 10 STA. 12+86.15 N -� SOUTH EDGE OF PAVEMENT CROSS CONNECTION u " C37 w PLAN VIEW-WATER MAIN LINE 05 Q Er w 0 o o a - x _Z w Ir Ir Z w H J w a ^� mN N ]n - m N 2 'lt w O O O "t ,p uD O N m t0 v ~ +II +N p+N M II +hN O a911 (� m F, O m�-- m�- + + N� x 4640.0 4640.0 4635.0 4635.0 EXISTING �i� �\ 18" CMP -------- EXISTING GROUND 4630.0 --� -------- ------- 4630.0 � EXISTING GROUND �- 4625.0 4625.0 4620.0 460 LF OF 10" DI CLASS 51 WATER MAIN 4620.0 4615.0 STA. 8+26�TO 12+86 4615.0 `'•, EXISTING � 4610.0 SEWER MAIN 4610.0 4605.0 4605.0 III O N 00 rn n a a h O n m N OI n 9f ♦N N Of r� OI< O♦ Y'1 OI a s a s d d ~N N M N M N M] N Pi N h N I'l tmV h ,n e e e to In ,o ,o�u to to i0�0 oa as .r ♦ �a as ♦v as n o 6 0 + + + + + o+ + o + m PROFILE VIEW-WATER MAIN LINE 05 A S e IBUI LT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE 0 30 0 10 q q PROJECT g: 00-091 SHEET COB WATER MAIN EXTENSION SOLVENT SITE DATE: 11/2001 C14 42 u9„a � 2- zz:.— Civil Engineering 32 DISCOVERY DRIVE RI MAN,MIT 59718 W-MAIN LINE OS.DWG1 INCH - 30 FEET 1 INCH - 10 FEET ��,xWATER MAIN LINE 05 - STA. H+50 TO 12+86Land Surveying ,L 1406>5e2-022I OVERALL SHEET 14 OF 42 ALLIED Geotechnical Engineering X1582-s770 PROJECT ENGINEER:SR$ DRAWN BY: LJG As�" BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: PJ$ REVIEWED BY: SRS, TLT aEs:vlcEs,wo WATER MAIN LINE 05 8" 01 GATE VALVE, MJ 8" DI TEE STA. 0+41 O CONNECTION W/END PLUG, MJ r f HYDRANT ASSEMBLY r6 Re STA. O+OOr 10 'STA. 0+44 ARROW BOLT i EL+4621.26 8" DI TEE CONNECTION '\ W/END PLUG, MJ �5r _EVERGREEN TREES STA. 7+91 M n I� 1" WS, 25 LF ALONG BOULEVARD -� o I S_ STA. 1+40 DECIDUOUS TREE ALONG DITCH BANK WS, 23 HYDRANT ASSEMBLY 6 8" DI 22.5' � Ir C, I STA.2+OLF STA. 2+47 -e BEND, MJ WA FR MAIN ARROW BOLT 1/ STA. 5+80 O\CVP I 4 T 1" WS, 13 LF LINE 06 GARBAGE $ CMP .i STA, 0+4B 8" DI 11.25' ENCLOSURE I (DIED b R-42) "� g EDGE OF Pq DRIVEWAY p� BEND. MJ ,ii' \NE p6 �0 /Ir - B.. ry L SEMEN STA. 5+60 ?�i \N�- RETAINING 'I I \ T 1" WS, 20 LF O M 1r. I" WS 13 LF ;l 8"OI CLASS 51 o STA. 3+991"STA.15+51 �/ �p3F-R P p/WALL A 'i I CONCRETE BLOCK W/ I o �i WAGON WHEEL POWER (DEO N R-43) i p z 2 I I 01 TRANSFORMER \�/ BOGART DRIVE +-^ // / 7 r z MAILBOX- 1" WS, 13 LF / I Qj m STA. 2+78 -\? SIDEWALK CONCRETE o VALLEY 'I I 6 B}a EDGE OF PAVEMENT ) / t GUTTER PROPERTY BOUNDARY \ 7 / 8" DI GATE -/PAVEMENT // i -DIRT EXISTING J 3 HORIZONTAL VALVE, MJ / r � BUILDING WOOD DEFLECTION STA. 4+99 / FENCE 6 HYDRANT ASSEMBLY C3g STA. 5+05 // SIDEWALK ARROW BOLT EL=4615.86 PLAN VIEW-WATER MAIN LINE 06 a 0. Wz 0 z Z F >i 0 O 3 Z H 1J Z > OQ M a > T m OI Z N N N O 6Ip W tD V7 N Q a Z a O Q o� w a s as a oa na F u c v WON NO O N O W {{ ti H II ON � Oy _ ivy GD W p, OH Q OH U�F- z + U + Z ,nH N NF N Nf U nr nil uD IA? m N� S Vf� O VI? S VI= m N� S 0- YD V1= 6 N? O 0 c0 VIZ _PAVED GRAVEL _ 4625.0 ROAD ROAD 4625.0 24" CMP 4620.0 -----_ CULVERT 4620.0 --------------- E%ISTING GROUND SURFACE - PAVED 1 ROAD ._10" CMP` 4615O -- ----------------- CULVERT 4615.0 ----------- ------- -------- T --------- EXISTING GROUND SURFACE GRAVEL ROAD --------� i � 46,D.D 4610.0 �- _ STING UTILITY-STING WATER MAIN LINE 06 - 791 LF OF 8" DI CLASS 51 WATER MAIN 4605.0 UTILITY-PHONE 4605.0 � RIGID BOARD INSULATION, 4600.0 6" THICK, 20' LONG l 4600.0 i a RIGID BOARD ' 9 m<`g aD _ O ONINSULATION N 6 '6 ,n m m 0 IN 6" THICK x ,'oaq 0 0 TR OG O 8- IS2 O 1p7o �o O aD �O2 ' rnan c,pv to a s a s a s a s a s a s a s a s a s a s a s a s a s a s a s a s 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 o ,on o uoi o 0 0 0 0 0 0 0 0 0 0 O N O N O N O O O + + N + + + + + + + + + + + + ^ N M1 Y1 a a In N b b n n n PROFILE VIEW-WATER MAIN LINE 06 AS-IJLD3U��T NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT 111: 00-091 SHEET ° � 1° COB WATER MAIN EXTENSION, SOLVENT SITE �l� Civil Engineering 32DISCOVERYDRIVE DATE: 11/2001 C15 42 scona 00 ,O,('� 79 j� BOZEMAN,MT 59718 W-MAIN LINE O6.DWG of 1 INCH = 30 FEET 1 INCH = 10 FEET WATER MAIN LINE ©b - STA. ®+l✓il TO /+9I Land Survcying OVERALL SHEET I$ OF 42 ALLIED PHONE(406)-5770 1 PROJECT ENGINEER: SRS DRAWN BY: LJG GeDtechnical Engtnccring FAX(406)SgL5770 I OZEMAN1 MONTANA ENGINEERING (SOB WATER MAIN EXT. DESIGNED BY: WMS REVIEWED BY: SRS. TLT o�A..^ sewv�ces.wc. WATER MAIN LINE 06 b WASTEWATER 12" DI BUTTERFLY VALVE. MJ '� - TREATMENT 1" WS, 51 LF ' STA. 7+55 HYDRANT ASSEMBLY6 'STA. 0+25 PLANT -- STA, 7+12 HYDRANT ASSEMBLY 6 ARROW BOLT - _ (DEQ N R-58) I EL-4614.73 - ----' 2" PE W5, 35 LF (DEQ M 8-18) 1 II y - GUY WIRE -- -[. - _N.- -�— `�� _ 1 J1 STA 7+60 C,7g I STA. 1+01 1 1. Cr" 111 y1 _ r I Y 1 - p._i.- - -r. -�- a III ---�F`-a' rr( -!r ELRR461D.84T NO STATIONARY ROD 1d j 1 EDGE OF PAVEMENTII o / O 11 HORIZONTAL DEFLECTION 1 11 111� EDGE OF PAVEMENT II - \ HORIZONTAL DEFLECTION- _ III o A�` BELL I \ 11 '1 �r C"��lP ( p7 0 12 DI CLASS 51 0 ROAb II I EDGE OF PAVEMENT 111 a 1 $WATER MAIN LINE 1' W5, 7 LF I ri STA. 5+67 1`REMOVE AND I o o \ WATER MAIN LINE MSS$ SEWER MAIN / o �\ 1 REPLACE SIGN + 07 BRIE CROSSING NO STATIONARY ROD \`/ w o � EDGE OF Pq�ME ROAp ,--MAILBOX STA, 3+03 8" OI CLASS 51 I\11 �� _.'HYDRASTA:4NT34ASSEMBLY 0678 REMOVE AND PROPERTY BOUNDARY b m elVT HORIZONTAL DEFLECTION 6"0/CLASS S1 0 / CAS"MA p CY R o , STREET SIGN �I ERR46 9 BOLT -REPLACE SIGN V U o 0 DRIVEIN 12" CROSS CONNECTION �F' W END PLUG a W W 8" DI TEE CONNECTION ( 12 S�A.4+00 --- C37 ➢, W/END PLUG, MJ �' - 8',MAIN - 1 LINE 07 Go STA. 0+00 I / '', 07 1y (17� p l WOOD / I N UNE ; Gtij7 FENCE 8" DI 22.5-BEND, MJ J "ro.� STA. 2+12 w r p 1 2 ` GUY u c L CONCRETE VALLEY GUTTER 1 WIRE,_ u 1.5" WS, 80 LF Q STA. 2+70 PLAN VIEW-WATER MAIN LINE 07 < a V W �W J U¢¢a d > 2 ZN > > > Y O Oi J W c0 W tD 10 <] n M M M M N 1p N O W O O O 6 W g � or o OWa K U O + +Z + + U3 + M o+ r_M�+rI Mo n+r rZ< O+ Mr < II nr Kp C ¢ Ir !Y G ¢p ¢ K 0D NZ S NZ OD VIZ OD to>? 00 VIZ IJ L) N Z I ut= NZ Z VIZ _ 8"MAIN 12��M AIN_ 4630.0 4630.0 ASPHALT ROAD CROSSING 4625.0 DRIVEWAY 4625.0 EXISTING 4620.0 24" CMP 4620.0 I ---- -------- __ 4615.0 _ SURFACE --------- ' 4615.D --- -EXISTING-GROUND--- --- ------- EXISTING tEXISTING 4610.0 UTILITY-PHONE -- ---- rEXISTING 18" CMPEXISTWC GROUND SURFACE 4610.0 4605.0TINC -------T UTITYPHONE I399 LF OF B" DI CLASS 51 WATER MAIN 3,69�_� ` EXISTING 30" SiAP I2" 01 CLASS 51 WgTER 4600.0 STA, 0+00 TO 3+99 SEWER MAIN3+99 70 1 MAIN IE=4610.71 UTILITY-GAS 3+4p 4600.0 N O n o ID,p M M N n tD O v1 GD n.0 M Vf m N N N b(V EOM b,p 00 Olm O41 n a0N O Y N O � 1 o 0 0 0 0� 0 0 �� o o� o 00 00 00 og o� � �� ve <a fr as +v ++ <a vv `ga as as as 0 O o 0 0 0 o O O O o O O o O O o o a O o O O O O o pOO pO pO o QOQ pO O O O O o N O VO1 O N O VOI O N 8 I!1 O N O N O V1 O n0 + + + 4 + + + + + i + + + + + + + + + O O � � N N M M Y O N N ,O ,p n n OD W 0 PROFILE VIEW-WATER MAIN LINE 07 AS-IUILT NO. REVISIONS DRAWN BY IE HORIZONTAL SCALE VERTICAL SCALE JA PROJECT ,y: 00-091 30 10 - "1- COB WATER MAIN EXTENSION SOLVENT SITE SHEET ,;, � "`' Civil Engineering 32 DISCOVERY DR I �IE: 11/2001 ..". 1!'1 �� g BOZEMAN x11 Ib W-MAIN LINE 07.DWG IC16OF42 1 INCH = 30 FEET 1 INCH = 10 FEET WATER MAIN LINE 07 - STA. 0+00 TO 8+50 Land Surveying OVERALL SHEET 16 OF 42 vc '�` PHONE(406��- 'I -- PROJECT ENGINEER:SRS DRAWN BY ALLIED Geotechnical Engineering : LJGFAX(406)582-3770 BOZEMAN'MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS. TILT «Aso WATER MAIN LINE 07 4� a I � a 3 PROPERTY BOUNDARY I y, - ,— + . _� T - .. —�-.—, -' _ 15" CMP WA TER MAI NORTH EDGE OF PAVEMENT - SEWER MAIN CROSSING N LINE 09 STA. 13+23 T CAMPBELL ROAD \ SOUTH o EDGE OF PAVEMENT w d w ` + s\ o J 1 � o / \ oo 0 a0 rn WATER MAIN LINE 07 S01 1 ' 12" DI CLASS 51 S PROPERTY n \ / 12" DI SOLID SLEEVE, MJ 12" DI BUTTERFLY BOUNDARY V V PROPERTY BOUNDARY VALVE, MJ STA. 12+51.05 STA. 13+35 _12"+ DI 90' BEND, MJ. 13+40 6 HYDRANT ASSEMB STA LY( 0 r[zp+]i egg STA. 10+33 r/J rA ARROW BOLT SEWAGE LIFT EL-4612.12 h STATION h ti3 d PLAN VIEW-WATER MAIN LINE 07 z Z > � J O r > Q m n n J o 0 0 7 JJ V) N N utp a' Z 0 M N O O I.l O a m+ a na �� n� m o`g 4 +II +N +N m +II +N U Or Z � f K Z 'oz VIZ S N= N VIZ N VI N VIZ 4624.9 4624.9 4620.0 4620,0 4615.0 4615.0 4610.0 EXISTING GROUND SURFACE ___ ____ ________ ___ EXISTING GROUND SURFACE — 4610.0 _ ---- 8" EXISTING_ 4605.0 r SEWER MAIN 4605.0 I r__- j 4600.0 941 LF OF 12 DI CLASS 51 WATER MAIN STA. 3+99 TO 13+40 4600.0 I n m n o o x a on n� 00N ,"n� nn ao_ and rnd en n _ nn n 'm OI T Of N m lV O O N O N O 'i /1 M O O O O O O O O O O O O O O O O O o o w w w w w w w w o 1p 1D 1D w tD l0 m tp�O IO ID ID d f d d d d d d d d d d d d d d d d d d d d d S S S S S S S O S O S S S o S o g 8 o 8 8 + + + + + + + + + + + + m m rn rn o o N N n n PROFILE VIEW-WATER MAIN LINE 07o $ ��J�L_T g NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NTA PROJECT IY: 00-091 SHEET COB WATER MAIN EXTENSION SOLVENT SITE g IHS(�OVERYDRIVE DATE: 11/2001 C17�F42 Corr R Civil En ineerin /1 MAN,MIT 59718 W-MAIN LINE 07.DWC 4, WATER MAIN LINE 07 - STA. 8+50 TO 13+40 Land Surveying 1 INCH = 30 FEET 1 INCH = 10 FEET I IND(406j 562-0221 OVERALL SHEET 17 OF 42 ALLIED Geowhnical Engineering PROJECT ENGINEER: SRS DRAWN BY: LJG $ g +I40b)582-5770 ,'«•• BOZEMAN,MONTANA ENGINEERING I COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TLT WATER MAIN LINE 07 a ir 12"MAIN LINE 08 I 8"MAIN LINE 08-- HYDRANT ASSEMBLY STA. 6 Gg 6 HYDRANT ASSEMBLY \ 12" DI 90 - 1 ARROWW BOLT BOLT BEND, MJ EL-4613.87 Gg STA. �0 S STA. O+OC i 1" WS, 40 LF ARROWW BO BOLT STA. 1+36.18 EL=4610.00 \ 106 (DEO k R70) s lia 8" DI END CAP, MJ STA.4+09 LF fil 8 If s, WEST EDGE OF PAV EMENT _ PROPERTY /5 lop m Ip t LINE sus'-s�s/S EOGE NE 'PIS55 51 S.S. SERVICE `a - - °- ---- oa $KERN DRIVE w STA. 3+93 N __ PROPERTY/ BOUNDARY pROpERJ'l 60UN0P� O I 1" WS, 11 LF N '\12 DI TEE CONNECTION MJ a HORIZONTAL DEFLECTION STA. 3+02 STA. 0+35.20 G7 N N �pfx 2 SEWER MAIN CROSSING ,j STA. 0+14.67 N Q PLAN VIEW-WATER MAIN LINE 08 z i 0 m m m o z Mj Z M Y OU ONI ONd > �Na VNf np N b U b o w Sri o 0 ui a ci a d o d o�N +II , +N a +II r +N O N Z II S x o� o o� app or pa o 01 o oI r w a OD V) Y 'o � S Vtz 2 N� C01n? _12" MAINF1F'_1N AIN_ LINE OB 08 EXIST. UTILITIES RIGID BOARD RIGID BOARD GAS, PHONE, INSULATION _INSULATION ROAD 6" THICK, 20' 4620.0 CROSSINGELECTRIC 6" THICK, 20' LONG WIDE x 20" LONG 4620.0 Illlllj CMP EXISTING_ EXISTING 4615.0 CULVERT! UTILITY-PHONE II UTILITY-PHONE 4615.0 ---- _ EXISTING GROUND 4610.0 •. r ------- ` - 4610.0 -=------- I EXISTING GROUND 4605.0 4605.0 e 4600.0 ! E OF 12" DI CLASS 51 W 370 LF OF e" DI CLAS�WATER MAIN 4600.0 1 WATER MAIN STA 0+00 TO 0+40 STA. 0+40 TO 4+10 4595.0 `8" EXISTING,SEWER MAIN 4595.0 O N M O N O N O O O O 00 O o O O 0000 )D tD tD iD t0�D (�tp tD tp �O�D tD tD �O�D b tD t0 tD d d d d d d dp d dp d ♦p♦ d d f d d d d d 8 0 o O O 0 o O p0 0 O 0 0 N O h 0 o 0 N N M M d d PROFILE VIEW-WATER MAIN LINE 08 Aj S_ BUILT NO. h'FVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT /: 00-091 SHEETD 3D D ,D COB WATER MAIN EXTENSION SOLVENT MITE ) Civil Engineering 32 DISCOVERY DRIVE DATE: 11/2001 scn)a WAFER MAIN LINE 08 - STA. 0+fl'fl TO 4+10 4 Land Surveying H')ZEMAN,MT5971g W-MAIN LINE O8.DWG C18OF42 1 INCH = 30 FEET 1 INCH 10 FEET= �taMu n ALLIED I'l 11)NE(406)5g2-0221 OVERALL SHEET 18 OF 42 RA PROJECT ENGINEER:SRS DWN BY: LJG ) Geotechnical Engineering I,X'1406)5g2-5770 "._�° BOZEMAN, M ONTTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: WMS REVIEWED BY: SRS, TLT a �Ee. �� WATER MAIN LINE 08 9"w.. 4 SURFACE WATER` STA,D3+4283 BEND, MJ MJ 12" DI BUTTERFLY VALVE, MJ 12" DI 11.25'BEND, MJ 12" DI 11,25' BEND, o / STA. 2+43 STA, 3+90.52 / y rSTA. 1+41 /• S.S. SERVICE / 2 1" WS, 10.5 LF STA. 4+12.97 r cD 1" WS, 11 LF \'0 POWER STA,. 1+20.43 - 11 ro 12 DI CLASS 51 BOX \ I' CpwiPBELL ROAD \_v m MAW UNE 09 1-W _r Wp'tER _s _- \ - N O �1S - E �/ wATf � OF EDGE OF Pp� 5'S'i 11 wow w A\4 6 HYDRANT ASSEMBLY l �5 D\PA VEMfN f PA�MfN UNf O9 %y o 1 w� \ e STA- 3+95,52 s T T o PROP f ARROW BOLT `s RT)'SO CN / EL=4616.02 `s Dr AR /s's q e n�_w� _s 7?.. CASS 5 7 / ENS pRLpfRt s I m\ PP�M PUMP HOUSE 12" DI 11STA.BMJ R 4+330.42 YBODNDqy OF 12" DI BUTTERFLY VALVE, MJ GE F.0 AMENS VNE O� STA. 0+05 I ' POND s OF P P Mp�N i / EDGE �PSER 12" DI TEE CONNECTION, MJ 4 WA 0 TT 0� STA. 0+00 p7 12" DI BUTTERFLY VALVE, MJ- STA. Mq�N (TIC STA. 6+82.69 SEWER LIFT STATION e12' DI TEE CONNECTION, MJ STA. 6+88.69 SIMILAR PLAN VIEW—WATER MAIN LINE 09 Z z O w n n N n O O o y N ZN M a NZZ (V Ma O d Q N NZ o d IrDj� wZ m m Of O OUW bO H 1w nmad II o N N a II �a II d 11 M + m 11 + m m X �11 0 orc o�� ott o±� o` 1 o�'� S n� m �'' n� « ey 01 ia �to N r� w QQz o o S m� VIz O N� N� 1~/Iz N= N� 2 N� VIz VtZ N? 4625.0 4625.0 4620.0 EDGE OF PAVEMENT-1 4620.0 I EXISTING 12" CMP RIGID BOARD I EDGE OF PAVEMENT CULVERT INSULATION 4615.0 STA. 1+92 6" THICK, 16' LONG EXISTING GROUND SURFACE _______________ 4615.0 --_--- EXISTING GROUND SURFACE ------ ------ 4610.0 p 4610.0 i 4605.0 RIGID BOARD t WATER MAIN LINE 09 = 659 LF OF 12" DI CLASS 51 WATER MAIM 4605.0 4600.0 SEWER SERVICE INSULATION RIGID BOARD INSULATION� 4600.0 6' THICK, 20' WIDE 6" THICK, 24 LONG n m n a m n N .o rn m o o .n n a .n�p Na Na ne, 00 on Opp m� m,� nm oo n� a N °r v n a a r v n ri r n ri r c g a o e� o mo'o 0 ego 0� e� 0 0 mm 0 0 mm mm mm 0m m� a s v a a d a s a s a d a s a s d d v a a s a s a s a s a s 8 8 8 8 8 8 8 8 8 8 8 8 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N O N O O N O ,A O N O O m oo + + + + + + + + + + + + + + + O O � "- N PROFILE VIEW—WATER MAIN LINE 09 A S—IUI LT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE N A "ROJECT y: 00-091 SHEET 30 COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32DISCOVERYDRIVE "/2001 C19 42 ��" WATER MAIN LINE 09 - :STA. 0+00 TO b+89 Surveying PHONE(BOZEMAN,M82-0221 ,N LINE SHE aF 1 INCH = 30 FEET 1 INCH = 10 FEET W. ALLIED Land SUlve In t, rRALL SHEET I9 OF 41 PHONE(406)582-0221 PROJECT ENGINEER:SRS DRAWN BY: LJC Gcotcchnical Engineering FAX(406)582-5770 BOZEMAN, MON T ANA ENGINEERING OB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TLT >3tRv��E>s.���. WATER MAIN LINE 09 — _T7_ — I �1I � I k A I Z II 3: � �Ih 12"X8" DI REDUCER, MJ 8" DI 22.5-BEND, MJ STA. 0+37.54 1" WS, 11 LF 1` W$, 12 LF a m y STA. 4+10.20 HYDRANT_ASSEMBLY 6 I STA. 3+17.34 STA. 4+72 20 '� I f (DEO M R,69) ——— — - __ - ;'STA. W BOLT 1 GB � I I 8" DI GATE VALVE, MJ _ ARROW BOLT STA. 0+42.54 S.S, SERVICE L- - --�- +s-__ III S.S. SERVICE/ EL=4616.52 I r � 8 DI CLASS 51 > 1 --';1 8 DI END CAP, MJ a STA. 5+05.60 4+ 12" DI 90'BEND, MJ — ( _ � STA. 0+00 O , - + WATER MAIN LINE 10 op - �o NORTH EDGE OF PAVEMENT / i � 8 5 s_:---5 � DRIVEWAY CROSSING '� s` 5 5 S � ho s �o SEWER MAIN CROSSING Il�cn GIBBON DRIVE SOUTH EDGE Of PAVEMENT STA. 0+14.27 PROPERTY BOUNDARY 4p� s �. STA.' 5+03 S. 120 LF n PE CASING INSTALLED. m $S, Sfp �.I (DEO d R-52) cyy -WS NOT INSTALLED SPEC II r� 12" DI TEE CONNECTION,MJ STA. 2+00 1" WS, 48 LF STA. 0+31.54 C77 SIMILAR STA. 4+97 D to h'1 ' 6" SEWER ' i I SERVICE r Z 12 MAIN 8" MAIN - m LINE 10 LINE 10 I i I I PLAN VIEW—WATER MAIN LINE 10 j a P 3 F I 12" MAIN 8` MAIN LINE 10 LINE 10 Z 2 O W Z nz .6 7 IS n ao Y a j O Z O J 16 O m W 0 0 ap K ap > ap W r W r a r m a U Na ha w �a m N�0 yl al0 U 00 0 0 II W n II n Y ~ a y O a Q a N a 0 pK o p� pK V p� H e r ~ p M Z +I ))) Z + W Q NH Nr Q�l Q� aw aW K a. 0_ 8 K N NZ N NZ N N m NZ Im NZ m NZ m NZ EXISTING 15" CMP CULVERT 1 i EXISTING UTILITIES GAS, PHONE, POWER 4620.0 I STA. 0+57.54 CAMPBELL ROAD IN _ _ _ 4620.0 j CROSSING 1 4615.0 — _EXISTING GROUND SURFACE DRI VE WAYI- GROUND SURFACE 4615.0 _ r EXISTING 6" 4610.0 0.95' -SEWER SERVICE ' a6to.0 , ( IE-4609.00 I a RIGID BOARD 4605.0 INSULATION 468 LF OF 8" DI CLASS 51 WATER MAIN 4605.0 38 LF OF 12 6" THICK, STA. 0+37.54 TO 5+06 DI CLASS 51 20' WIDE 4: 4600.0 WATER MAIN 1 4600.0 8" EXISTING / A + 0+3 .54 SEWER MAIN vi .1 p N rn_ ro n r N r a ,n m� m 0 ON r0� r�fl Ih q0 r NOI Np to b s en �a ee ee eIn a as a as as as as a`� as as as Y 8 8 8 8 8 8 8 8 8 8 8� 8 0 8 8 8 8 8 N N n n a a 0Lo PROFILE VIEW-WATER MAIN LINE 10 7,�\7b—�UILT NO. REVISIONS .eN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT //: 00-091 SHEET ° 30 '° COB WATER MAIN EXTENSION, SOLVENT SITE �� Civil Engineering I s' "VERY DRIVE DATE: 1112001 C20 42 SCOlI. ,MAN,MT 59718 W-MAIN LINE 10.DWC OF -- 1 INCH = 30 FEET 1 INCH ��" WATER MAIN LINE 10 e STA. 0+00 TO 5+06 Land Surveying OVERALL SHEET 20 OF 42 ALLIED (406>55770 1 PROJECT ENGINEER: SRS DRAWN BY: LJG Geotcchnical Engineering ..�,Isaz-sno DESIGNED BY: WMS REVIEWED BY: SRS, TLT ��...a BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. - tRVI�E 3. ti� WATER MAIN LINE 10 \ CAMPBELL ROAD s �v 0 60JNOP EDGE OF PAVEMENT o \� 8 , ( "c�\ 12" DI 11.25'BEND, MJ 12" DI 11.25'BEND, MJ \-/ A* STA. 3+79.16 STA- 4+84.69 NOt,I,ENt �, 0 6 4iN(�Nf, E'pG,f 12" DI BUTTERFLY STA. 8+34.112 HYDRANT 4+88.24 ! p OF pq 00 STADI 1125*2+79.13BEND, MJ C� BTk ARROW BOLT ,o Fp0 >'- EL=4625.73 f OF 10 s r �p\N\.\NNOPRy 'ORpp£R Di O('4SS \CMP/' �P`CQC�Sy 0pJ T Y BOONpgRY CURB DRIVEWAY CROSSINGG STA.7+8,70 � CURB GUTTER ' �OXA \\ 1 12" DI BUTTERFLY VALVE, MJ - (DIED N 8-13) \\ p 1 j(P STA. 0+49.68 `1IP HYDRANT ASSEMBL CURB AND GUTTER CMp y y/s O 1 Y STA. 0+44 68 - X00 I . C79 MORre ARROW BOLT � EL=4617.63 y s/ 12" DI 90' BEND, MJ 1" WS, 10 LF_ 12" DI TEE W/ STA. 0+00 STA. 8+28.11 N LU MJ STA. 8+39.12 PLAN VIEW-WATER MAIN LINE 11 L Z Z Z 0 O O O O O o M O r Z o M i U Z n m n O O o J 0 W o vwi mo it mo a o m O o w ✓I d� N N N \ ry N Nl0 aW a 10 W Nb 3 NO 00+ O II r- '°N m a II a O II II a N N N m N a 'n II N ma .- ma d 0 d Od 7 Ma w na II N II II It II+ + + + �- + + Z + �- + + m + + O O� 4 Or OF- w Nr- Nti U MF Mr- ar mt- W n� mti mr¢ 2 O K K w K K O d' O K VIA S 4640.0 4640.0 4635.0 DRIVEWAY j- 4635.0 4630.0 ------- ------- '' 4630.0 4625.0 - _EXISTING GROUND SURFACE ---T--- 4625.0 4620.0 ------ - 7 _ _ ___ 4620.0 4615.0 _ 84D LF OF 12" DI CLASS 51 WATER MAIN ------- -------- ------------- EXISTING GROUND SURFACE -- � WATER MAIN LINE 11 � 4615.0 4610.0 4610.0 4605.0 ry m N o n o M �M inn mn mM n °per oo ,nn ,n,n N� ma corn m0 o n O m N m N N N N N N M N M N M N M M 1p m m m 1p l0 l0 1p m ID l0 m� m m 1D m l0 l0 1p m 10 1p l0�O 10 10 1p lD m lD 1p�D lD lD a a s d d a d s a a s a a s a s a s a s a d a s a s a s a s a s a s S 8 8 8 S 8 S 8 8 8 8 S 8 S S 8 8 o 8 0 0 b o o 0 a a o a a o + + + + + + + + + + + + + + + + + + PROFILE VIEW-WATER MAIN LINE 11 AS—i \L! ILT k NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT N: 00-091SHEET 0 30 0 10 COB WATER MAIN EXTENSION SOLVENT SITE � - DATE: 11 200,r /� Civil Engineering 32 DISCOVERY DRIVE / 21A2 L BOZEMAN,MT59718 W-MAIN LINE 11.DWC 1. 0F`F1 INCH = 30 FEET 1 INCH = 10 FEET WATER MAIN LINE 11 - STA. 0+00 TO 8+40 Land Surveying OVERALL SHEET 2I OF 42 (D. ALLIED PHONE()58-5770 21PROJECT ENGINEER:SRS DRAWN BY: LJC GeotCChnical Engineering FAX(aa)582-3770 BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: wM5 REVIEWED BY: sRs, nr sER���E6.���. WATER MAIN LINE Il ry I I 12" DI 45'BEND, MJ 3 STA. 8+89 PROPERTY BOUNDARY - a SEWER MAIN CROSSINGS l EAST EDGE OF PAVEMENT MAIL BOX ��' STA. 11+97.58 & / .I STA. 11+98.69 / REEVES ROAD EAST CURB AND GUTTER j WEST EDGE OF PAVEMENT 1 O o g � O1 WATER MAIN LINE 12 0 12" DI CLASS 51 / l I\ 1 w �y PROPERLY BOUNDARY i +� N J 1" WS, 8 LF ti 12" DI TEE CONNECTION STA. 10+30.20 li W END PLUG, MJ (DIED y B-16)/ 12" DI BUTTERFLY VALVE, MJ ' iI STA. 12+18.39 00 s % STA. 11+58 al A vS1. CURB AND GUTTER / 12" DI 45•BEND. MJ STA. 12+02.39 & 1 HYDRANT ASSEMBLY STA. 12+13.39'� a STA. 11+63 / I ARROW BOLT (BENDS ALSO ROTATED VERTICALLY) .rfr yT EL=4649.79 ABANDONED CONCRETE 12"C / CULVERT 12" DI 11.25'BEND, MJ / STA. 11+72.17 PLAN VIEW-WATER MAIN LINE 12 a 0 z W 3 W Z Q O > r d o } m m z N n oo Z oo O�p Z O1 y� K N Q� H Q� Q �� �j • Q� VI? N N2 = 0Z N N2 N N2 N N Z N yrj2 EXISTING PAVED ROAD SURFACE TOP BACK 4655.0 OF CURB F[4655.0 TOP BACK OF CURB- EXISTING 4650.0 UTILITY-GAS \ 4650.0 464540 EXISTING GROUND SURFACE __� _ ___�IF-__ -- ---- __ 4645.0 4640.0 4640.0� EXISTING UTILITY-PHONE 4635.0 WATER MAIN LINE 12 - 1218 LF OF 12" DI CLASS 51 WATER MAIN 4635.0 EXISTING 20" 4630.0 SEWER MAINS 4630.0 i MM d Nin Oro a a0 o�n baD c d NO Orn �ri a w 0 ui m 0 OD ad r; n d n d M d n d n d M f o f d d d d n d io 0 f f fp d f f f f fp d f ♦ f d d d dp f d d S O O O O O O O O M U ✓Ol O O YOl O O 00 O + + + + + Gp Op Of PROFILE VIEW-WATER MAIN LINE 12 A S=]QUILT N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT N: 00-091 ° 30 10 COB WATER MAIN EXTENSION, SOLVENT SITE ��� Civil Engineering I aNCOVERYDRIVE DATE: 11/2001 C23 SHEET 42 xon n. 1N,MT 59718 W-MAIN LINE 12.DWG OF 1 INCH = 30 FEET 1 INCH - 10 FEET �.M WATER MAIN LINE 12 - STA. 8-1.5 0 TO 12+18 Land Surveying - 1 OVERALL SHEET 23 OF 42 ""'�"` ALLIED 582.U22t PROJECT ENGINEER:SRS DRAWN BY: LJG •� .taa , GeOtechnical Engineering -082-5770 it , A BOZEMAN,MON''.\NA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: SRS REVIEWED BY: SRS. LJC HV��Es.���. WATER MAIN LINE 12 12" DI 22.5' BEND, MJ .+! STA. 0+48 29 1" WS, 45 LF �iE{I HYDRANT AS 6 STA. 5+10 STA. 0+73.47 C38 HYDRANT ASSEMBLY (DEO N R-44) 6 HYDRANT ASSEMBLY ARROW BOLT C78 STA. 3+88.947+38.94 EL=4637.21 PROPERTY BOUNDARY ARROW BOLT e SARROW BOLT 1" WS, 52 LF \\'• ; - - FENCE LINE EL=4641.54 j EL-4645.93 STA. 8+3113 ( M R 51) DEO \VA; MAIL BOX • _ ,_FENCE LINE EDGE OF PAVEMENT ♦ - --_ _r-__ - _ - \\ s s s s s s s -s --s- \\c REEVES ROAD EAST EDGE OF PAVEMENT 1 TRANSFORMER \\;'o0o EDGE OF PAVEMENT g 0 \\ 0 \o 0 / 00 o EDGE OF PAVEMENT r WATER MAIN LINE 12 N s I 12" DI CLASS 51 n - 4 1 1 PROIERTY BOUNDARY I'/ Id k '� WATER MAIN LINE 12 0 0 ! \ $s s s - _ _ �_ s s k,, 1° 12' DI CLASS 51 ^ I I 10 \ A f•-- I r _ 1 � s_ -s Ems- E c E \�</I = - PROPERTY BOUNDARY \\I co O S 5 5 S -- _ 5 t E 1 .- E�--.-- L'C.-- E. � t.T - 'p- 12" 01 TEE I 1• WS, 7 LF 12" DI BUTTERFLY 1 WS, 11 LF 8 CONNECTION j STA. 2+14.91 VALVE, MJ STA. 4+60.96 12" DI 225' BEND, MJ W/ END I STA. 3+83.93 SEWER MAIN CROSSING STA. 7+70.92 PLUG, MJ STA. 4+60.96 STA. 0+00 Gryti ti� !Y CJ� PLAN VIEW-WATER MAIN LINE 12 u r > r Z 7 b Z .7 m T N m N m Z J 1� b Z d U� m OIN lwn nN nn Vl dh V)an m 7 N� to a� Orb N OIL a a in a a a s a �).6 o In o a o O II Y y O r HZ + + a + +W M �o or or n � w n II to o a> a> Q a Q a> a> 3 N? NZ = N? oz S o- 2 VIZ N VIZ 4655.0 4655.0 4650.0 4650.0 EXISTING 24" 4645.0 CMP CULVERT ___--____- 4645.0 EXISTING - - --- EXISTINC PAVED EXISTING SEWER MAIN EXISTING- GROUND SURFACE ___ - 4640.0 ROAD SURFACE UTILITY- POWER --- EXISTING __ - ---- 4640.0 y ___ UTILITY- GAS 4635.0 / EXISTING GROUND SURFACE --_-----_--- r � 4635.0 4630.0 G WATER MAIN LINE 12 1218 LF 12" DI CLASS 51 WATER MAIN 4630.0 I 4625.0 4625.0 � EXISTINGii i 4620.0 UTILITY-PHONE 4620.0 RIGID BOARD INSULATION n m n Ip in a a fo rn n a m n 0 n ern NN) n� a n a,n a N a vNIOi M1I7o 6 THICK, N M) N r7 N 17 cM N M h M 17 mM oM mM MaI an n a nI'l a 17 d M d M d IIn In .6 a a a cl o .1 ci nNa rnM6 maa rnM ad rnni 20 nNd WIDE mm aom mIn com mm m mco mm mIn mm mm mm fofo fom mfo IDm mm mm 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 8 0 0 0 0 8 0 0 0 0 o s d d d d d d d d d d d d d d d d d d O in O N O Y) O N O In O 0 0 O 0 O N + + + + + + + + + + + + + + + + + + + go .0m PROFILE VIEW-WATER MAIN LINE 12 AS-IBUILT NO- REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT k: 00-091 SHEET ° 30 0 10 a ' COB WATER MAIN EXTENSION SOLVENT SITE DATE: 11/2001 us"p f 1 Civil Engineering sz ulscovERY DRIVE ��� �� 1 INCH = 30 FEET 1 INCH _ 10 FEET WATER MAIN LINE 12 - 0+00 TO 8+50 Land Surveying BOZEMAN,MT 59718 W-MAIN LINE 12.DWG Ole ""'" ALLIED PHONE 6)58 582-0221 OVERALL SHEET 22 OF 42 PROJECT ENGINEER:SRS DRAWN BY: LJC , 4- Gcotechnical Engineering FAX(406)582-5770 BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: SRS REVIEWED BY: SRS, TLT Asv)avicas.we WATER MAIN LINE 12 a 1 RD TE CONCRETE G CONCRETE Y' Kj CULVERT N _-HYDRANT ASSEMBLYe O `d rt TWO SEWER MAINS + STA. 5+41.50 GS MERGE INTO ONE 1" WS, 50 LF ARROW BOLT i MANHOLE STA. 5+33.25 :' EL=4651.74 �- - --- -- - (DEO / R-53) PROPERTY BOUNDARY — "� 1" WS, 50 LF 7 V STA. 0+58.52 / 1" WS. 50 LF (DEO R-46) STA. 7+00 S '.) S S S S S S S S S S S i S S S S S S I S S S S S S S S S S S I, S ` s S S S S S �S� S S S S S S S S S S S S S S S S S S S S S S S o S -FP- P = P--P. 4' p-_ {'4 -___ 4' - P- —P_ _ P.- __-_-P. O.. -P_- —G -_.-. _ _P._. P_ _P__ -_- __P F C P --F. + -. .� - _ v P- v F P - I'- o P P--- - P _ o r � .-. P o T�. I WATER MAIN LINE 13 `" 12" DI CLASS 51 '^ N 1D WATER MAIN LINE 13 0 12" DI CLASS 51 a0 GRAVEL + NORTH EDGE OF PAVEMENT ` MAIL BOX & DRIVEWAY ',' n NORTH EDGE OF PAVEMENT ' 1 � HIGHWAY 10 1 ROAD CENTERLINE HIGHWAY N N I �12" DI BUTTERFLY VALVE, MJ �', 12" DI BUTTERFLY VALVE, MJ SIGN V V STA. 0+10 STA. 5+36.50 I�t 12" D1 TEE CONNECTION -W/END PLUG, MJ STA. 0+00 6 PLAN VIEW-WATER MAIN LINE 13 a 0 z 3 a z `- a < a z o a Y n m a o m m f�JS' Cp ll�J t^pp 4 N W N Q � Q F ♦ F Nb VI Nb a b W a obP i- of m oFl m n A d 11 �'�II r Oil a O Q¢ Q¢ aK W QK Z "-� Qr� 1 wr� w 1� 0 N N� S VIA O VIz O VIA 4660.0 4660.0 4655.0 4655.0 ROAD_._ / 4650.0 � CROSSING DRIVEWAY -� 4650.0 --= `_---_ EXISTING GROUND SURFACE l EXISTING GROUND SURFACE 4645.0 -------- -------- ---------------------------------- -------- -------- -------- -------- _ 4645.0 EXISTING 4640.0 UTILITY - PHONE xx 4640.0 4635.0 I WATER MAIN LINE 13 = 2786 LF OF 12" DI CLASS 51 WATER MAIN 4635.0 4630.0 4630.0 01 ♦,D {np N GD O .p b n n n N N n N N N N h O],n pI 1p n pp N N N O bMb< NJ 1 ✓bl O y a av �♦ Oa s Oa s o av a bb• OMbaO M< M V b wo 0 00 w O n 0616 ^ o6O 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 $ o g d 0 6 g o 0 o 0 0 0 0 a o 0 o 0 N 0 O ,A N O i(1 O ,(t O 0 0 N O b r + + + + + + + + + + + + + + + + + + o - ry ry n n a w w w w - 8 PROFILE VIEW-WATER MAIN LINE 13 NO. REVISIONS DRAWN BY DATE HOORIZONTAL SC3A0LE VOERTICAL SC'LOE TA q PROJEC"I q: 00-091 SHEET COB WATER MAIN EXTENSION, SOLVENT SITE DATE: 11/2001 s o„. � 2-;� Zzm— Civil Engineering BOZEMOVERT 59718 C2442 1 INCH - 30 FEET 1 INCH = 10 FEET 54°" .IWATER MAIN LINE 13 - STA. l +00 TO 8+50 Land Surveying BOZEMAN,MT 59718 —w-MAIN LINE 13.DWG OF " "'°'"` ALLIED PHONE(406)582-0221 OVERALL SHEET 24 OF 42 PROJECT ENGINEER:SRS DRAWN BY: LJG , Geotechnical Engincen FAX(406)582-5770 i"`A"` BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: PJS RENEWED BY: SRS, TLT st�..,I�Es.I��. WATER MAIN LINE 13 1" WS, 49 LF 1" WS, 49 LF STA. 12+88-. 1" WS, 48 LF STA. 9+65 (DEQ N R-9) STA. 16+16-, (DEO N R-45) (DEQ N R-54);' 12' WIDE STREAM CROSSING I •i1 ---- c _ c c.. _.—cc \I 1 PROPERTY BOUNDARY f•�\ 1 1 1 1 SATELLITE DISH I 1 x 1 1 0� 1 1 1 I 1 -- — — --°- - — s s s s ss s s s s s—ems s s-- s_ __ s_ s � —s s- s ss sIS s6 s s c s s s s s : ��s p=�-6+—s s s ss s s s s sP I 1•- -._ 1, ---P-- P G•. r -- I� 1 {• -__ P--___P.--_-._P._ F - IP1r l _ - 1 -- 1' - _$ r._ P o -P-- 1'---- I I _r. _ 1, 1 I - 8 a-- 1 ! o 0 1 1 _ V- °' / WATER MAIN LINE 13 12" DI CLASS 51 '� WATER MAIN LINE 13 12" DI CLASS 51 m \ /"GRAVEL GRAVEL HIGHWAY \\ / _HIGHWAY DRIVEWAY �� 6 DRIVEWAY --SIGN ! \\ �- --� _ I• SIGN 1+ CROSSING --MAIL BOX NORTH EDGE OF PAVEMENT CROSSING ± NORTH EDGE OF PAVEMENT v--�---` - 1\\- J� P -. 1'-----F PAVED DRIVEWAY HIGHWAY 10 \�\ CROSSING ROAD CENTERLINE \\ V V 12" DI BUTTERFLY VALVE �' 3 HYDRANT ASSEMBLY U V E.I HYDRANT ASSEMBLY S STA. 12+72.14 py STA. 16+21 (� STA. 9 \\\(i; ARROW BOLT ARROW BOLT EL=4649.33 a HYDRANT ASSEMBLY j \\o EL-4652.90 W Lid �(n C76 STA. 12+77.15 \\ 1wLl"ITI ARROW BOLT \\ VJ EL-4648.44 a ` F77 PLAN VIEW-WATER MAIN LINE 13 � Z I `> a Vl tnp GQ.� '��Gpp IW/1^M a N paj a n lmj IW/1 GYp OY ~ tV0 Q r� a <Gp W I.jp Q ♦ - Z +N +N +N a +lal d +II +II 1 Z Qpp � Qz Y z W la-> W r Y H Z N ti S N- tn? f S N? O 09 V1z 1 4660.0 4660,0 j 4655.0 DRIVEWAY 4655.0 �- -I DRIVEWAY f- - - -�--DRIVEWAY EXISTING STREAM EXISTING_ f 4650.0 UTILITY-PHONE CROSSING r EXISTING UTILITY-PHONE ——— 4650.0 CMP ———————— ———— EXISTING GROUND SURFACE —— ———_—— EXISTING GROUND SURFACE �' CULVERT ERT —_ — -------- ------- CULVERT 4645.0 _—— - -- r ------- a6a5.0 4640.0 `\`\ 1 i1'I ///` �... V 4640.0 4635.0 WATER MAIN LINE 13 = 2786 Lr OF 12" DI CLASS 51 WATER MAIN a635.0 ' WATER SURFACE ELEVATION -4639.20 _ EXISTING 4630.0 5' DOWNSTREAM OF CULVERT UTILITY-PHONE 4630.0 RIGID BOARD N N n n n m N� ,n Gon Il1a nrn rfo rnrn Goa nn rnm aGo ao a0 n nN en Na mn N rn m oINSULATIONn m Oi l� m r Oi ad n CD GU Oi n 01 co6 m Gp fh GO I GU In In O In M)O n N m GO N fV " THICK, `?v 1O N na na na na na na r°Ra nv na na na na na na 20' WIDE na na e,n a�i a9i v v v v v v v v v v g v v v v v v v v v v Y Y v v v v v v v v v v v v v v S S 8 8 8 8 S S S S S S S S S S S g g o 0 6 o a a 0 a o o a a o o N o o 8 N o c re m rn m o o+ + + + + + + + + + + + + + N N n n a a v� Gn m m e PROFILE VIEW-WATER MAIN LINE 13 AS-]P ILT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE T4 F 1 M: 00-091 ° 30 '° COB WATER MAIN EXTENSION SOLVENT SITE SHEET �„w f �" Civil Engineering 32 DISCOVERY DRIVE 11/2001 1 INCH 1 INCH " WATER MAIN LINE 13 - 8+50 TO 16+50 '� Land Surveying BOZEMAN,MT 59718 NE ,3.DWG C25 OF 42 �`I:"'" ALLIED PHONE(406)582-0221 + ItALL SHEET 25 OF 42 PROJECT ENGINEER:SRS DRAWN BY: LJG Geotechnical Engineering FAX(406)582-5770 /".'0 BOZEMAN,MONTANA ENGINEERING COH WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TILT sEa,.G�Es.Gti�. WATER MAIN LINE 13 7 HYDRANT ASSEMBLY C ARRT-A +BOL �� I- WS, 48 LF ARROW BOLT STA. 19+54 EL=4655.21 1" WS, 46 LF (DEO B R-55) STA. 24+27 Y\ PROPERTY BOUNDARY _ ,._ + (DEO N R-56) cm s s s s s s— s s s s s s s v sL--s s s s s s s - s s s s =s----0--s s s s—� s �s s s s s s s s s s s s s s s s T---s s s s s s s s s s—ems s—ems s s s s s s o P _ P-_ O O O \ I O V — P I I 9 — 1- — a WATER MAIN LINE 13 °^ 12" DI CLASS 51 r \/ N WATER MAIN LINE 13 No 0 12" DI CLASS 51 0 \ ! o r GRAVFL N N POWER BOX -{ N \/ N URI%FWAY ' NORTH EDGE OF PAVEMENT CROSSING NORTH EDGE OF PAVEMENT i HIGHWAY 10 ROAD CENTERLINE 12" DI BUTTERFLY VALVE, MJ 4 HYDRANT ASSEMBLY _ STA. 19+40 B C7S ARROW BOLT MAIL BOX EL=4655.16 U U FF IW tr mcn U F PLAN VIEW-WATER MAIN LINE 13 z } m m m o m rNl . a a N a Na r + Ya Q Na Q N< II +11 =1 +4 +N m +II r n Z Ip U --F- OIF Q mF- Q NH J i In 0 Y WE 4 WE VIZ I¢E Y HV12 NZE m WE W N 4660.0 4660.0 DRIVEWAY L DRIVEWAY 4655.0 r EXISTING GROUND SURFACE —— ————— 4655.0 ____ _ __ __ ---- ---__/ — 4650.0 — E%IS— GROUND SURFACE — t -- T---- 4650.0 4645.0 li 4645.0 4640.0 WATER MAIN LINE 13 2786 LF OF 12- DI CLASS 151 WATER MAIN 4640.0 ' I 0635.0 4635.0 N o n n o rn n na m rn-- Nm am �a mm o� io p, oo rlm a rn �m bN mrn min Ina oin nm N O .-O N Of N Of N O Na O Yl N N M N N) r7 N M Nl N h M a a n a< a s � a,n a N a n a m a h a N a in a N a u) a N dap�np dap Vn 10 10 m{p lD m m 1p m m 1p l0 m m b lO m m m fD lD m m l0 l0 m m m m lD ID m m a s a a s a s a as a a s a s a s a a s a s a s a s a s a s a s a s a s o S S O O o 0 0 0 $ 0 0 0 $ g g g g S o d o o g o o o g o o g o o o o o d o m o �n m o �n o �n o o o o �n 0 �o to n n m m m rn o o PROFILE VIEW-WATER MAIN LINE 13 �° �T �DJ'�� �lJ ��T N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE 4 PROJECT �: 00-091 SHEET COB WATER MAIN EXTENSION SOLVENT SITE � `°'�' Civil Engineering 32DISCOVLRYDRIVE DATE: 11/2001 xo„ g g C26 OF 42 ♦ BOZEMAN,MT 59718 W-MAIN LINE 13.DWG WATER MAIN LINE 13 — STA. 16+50 TO 24+50 Land Surveying OVERALL SHEET 26 OF 42 1 INCH = 30 FEET 1 INCH - 10 FEET ""'" PHONE(406)582-0221 """°'"� ALLIED Geotechnical Engineering PROJECT ENGINEER:SRS DRAWN BY: LJG $ $ FAX(406)182-1770 BOZEMAN MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TILT �c[A�`o ' IN.. WATER MAIN LINE 13 PROPERTY BOUNDARY _s_� s sus S $ S S��- .._._. J I WATER MAIN LINE 13 12' DI 0 GRAVEL CLASS 51 0 + N OD DRIVEWAY N NORTH EDGE OF PAVEMENT cRosslNc HIGHWAY 10 n12 DI BUTTERFLY VALVE, MJ I STA. 27+79 A ROAD CENTERLINE T' ^ 12" DI 90'BEND, MJ r I U U STA. 27+86 SOUTH EDGE OF PAVEMENT ,.a PLAN VIEW-WATER MAIN LINE 13 J J N N m +II +II n 0 N- — N d' O (L' N NZ N nZ DRIVEWAY 4660.0 4660.0 __- 4655.0 EXISTING GROUND SURFACE ---- __ _ 4655.0 I 4650.0 4650.0 4645.0 WATER MAIN LINE 13 - 2786 LF OF 12 DI CLASS 51 WATER MAIN 4645.0 4640-0 4640.0 i 4635.0 4635.0 1 O,fl n 00 Of O N ODD O N Ifl 6a < < aria ao vi ao� �� wto mm a s a s a s a s v a a s a s a s m o o g o g o m o o N o 0 m a �n in b b n n n N N N N N N N N PROFILE VIEW-WATER MAIN LINE 13 A s e liBU I LT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NT4 PROJECT (/: 00-091 SHEET COB WATER MAIN EXTENSION SOLVENT SITE //r'r' Engineering 32 DISCOVERY DRIVE DATE: 11/2001 C27 OF�� /� C1V11 En inccrin BOZEMAN,MI 59718 W-MAIN LINE 13.DWG / xol a L Land Surveying WATER MAIN LINE 13 - STA. 24+50 TO 27+86 y� g OVERALL SHEET 27 OF 42 1 INCH I 30 FEET 1 IN = 10 FEET w.lieaa a ALLIED Gcotechnical Engineering FAXI(406)3812-57 0 21 COB WATER MAIN EXT. ROJECT ENGINEER: SRS DRAWN BY: LJG �,�,,, BOZEMAN,MONTANA ENGINEERING '!FSIGNED BY: PJS REVIEWED BY: SRS, TLT AS`o SHRVICES.I'+c WATER MAIN LINE 13 BENCHMARK - N.W. I-BOLT ON HYDRANT ELEV, = 4711,59' WATER MAIN 5 'Wer 'CONNECTION C. a I I CURB k // p y� CUTTER /1 Z -1� -V 20-FOOT WATER LINE EASEMENT 20-FOOT WATER EXISTING 30-FOOT LINE EASEMENT l _ --, — ,o s of ` - SEWER EASEMENT ', _ - _�� EXISTING 30-FOOT _ - o _ w o S S WA>ER MAIN LINE 7 - -_ SEWER EASEMENT 1 f - � 12" DI CLASS 51 4 _ I _ 4 s � 12" DI 11.25• BEND. MJ � 1 NE CURB STA. 3+90 —111 m� WATER MAIN L1 GUTTER /T 4 \ �Y� o S N 12.DI CLA _-_ — _ - _— � 5—� 13 SS 51 CP VALLEY I \ •.I ,' t g- o — - - N T lip 5 jys �ii Tn r,a GUTTER ..,.) !�_ _ W ti r 2" CONNECTION FOR CHLORINATION ¢tea 1 0 10 s=i��s EXISTING 10" a S___s s""'�_ SEWER MAIN I 1 `II 12" DI TAPPING VALVE, FL x MJ r I STA, 0+05 12" DI TAPPING TEE, MJ x FL EXISTING 10" I STA. 0+00 SEWER MAIN n STATE LAND r PLAN VIEW-WATER MAIN LINE 14 m Z I • Z Z Z �' � OZ0 w J CD N N o < n m a a O .o O Z o O n n Q b 11 2 < d eY a r N b a b W a + a o N o e 811 40 }w r Oil Of p a op a, oil O OyLLW'� 25 OaW, J OIt j Nt- V12 N? no 1~/1Z N Z Z W EDGE OF PAVEMENT 4715.0 4715.0 FENCE 4710.0 4710.0 -------- 4705.0 4705.0 •� T - -_-_--- ---- EXISTING GROUND SURFACE EXISTING --------------------------- 4700.0 UTILITY-PHONE ----- -------------------- EXISTING GROUND SURFACE --- `:�EXISTING 4695.0 EXISTING UTILITY-GAS �-UTILITY-PHONE li STA. 0+06.5 4695.0 4690.0 WATER MAW LINE 14 3953 LF OF 12 DI CLASS 51 WATER MAIN f 4690.0 4685.0 4685.0 a w m m rn e_ n a n m a w n N♦ �o a m a Flo n�o m n o o tO ry m o m €m O n Of t0 OD 10 I�N f�< n d n r n Y 0 Y t0✓] t0� �O'M 16 N N N N N 0 0 o rn rn rn o rn o rn m o m o mo m o rn o rn o rn o rn o m o m o rn o rn _ a s9 9 + + + 0 0 - ry N n n < < i n �o n n o+o m ao PROFILE VIEW-WATER_MAIN LINE 14 AS-QUILT N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT N: 00-091 1 SHEET ° 30 '° COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32DISCOVERYDMVE DATE: 11/2001 8OF uo„w }}e�rrrr QQ L� BOZEMAN,MT59718 W-MAIN LINE 14.DWG C�VOF42 1 INCH = 30 FEET 1 INCH - 10 FEET vn*" WATER MAIN LINE 14 — STA. +(�(� T g+J Land Surveying OVERALL SHEET 28 OF 42 "a. :ava rc PHONE(406)582-0221 PROJECT ENGINEER:SRS DRAWN BY: LJG ALLIED Geotechnical Engineering FAX(406)582-5770 DESIGNED BY: PJS REVIEWED BY: SIRS, TILT ' �As n BOZEMAN,MON TANA ENGINEERING COB WATER MAIN EXT. sER��Es. �� WATER MAIN LINE 14 'gAfM I HYDRANT ASSLEMQLY 1 12' DI 11.25'BEND, MJ /STA. 11+93 p8 STA. 11+68 ARROW BOLT 20-FOOT WATER --; EL-4699.76 - i LINE EASEMENT 20-FOOT WATER LINE EASEMENT oo - - EXISTING SEWE EA 0-FOOT EMENT WATER MAIN LINE 14 0 - — _-- CLASS 51 10, 12" DI BUTTERFLY VALVE, MJ STA. 11+98 — —sus _s -- I _ EXISTING 30-FOOT sus SEWER EASEMENT O - � EXISTING 10" EXISTING 10" ,' V .-- rj) tp C SEWER MAIN SEWER MAIN UD rl H it PLAN VIEW-WATER MAIN LINE 14 Z a O n z m � rn ++n ` + r°+'n m 0+°� z� < w � .a-�' a O Vl? N N2 S NZ N NZ 4705.0 4705.0 4700.0 ———————— ———————— — ---- EXISTING GROUND SURFACE ———————— 4700.0 ------- ---- - -- ———————————— 4695.0 ----------------------- —EXISTINGGROUND SURFACE 4695.0 4690.0 4690.0WATER MAIN LINE 14 = 3953 LF OF 12" DI CLASS 51 WATER MAIN 4685.0 4685.0 4680.0 4680.0 4675.0 4675.0 s 4670.0 4670.0 N a00 f�o rn a a n O ap N r1 p,� N rn f M;m r7 N N t0 O a0 M m a0 I� .{ a m N to a Yl M O N O N O N m of 'ap O Ih m n aD m a0 a r a 16 rn 0 rn 0 o rn 0 rn o m m rn rn m rn rn rn ao m ap rn ao m a0 rn .00 torn m m of m m a0 rn 0 sm �� e ao m io �0 c0 , �0�0 '0 l0 a s a s a s a s a s aa a s a s a s a s a s a a s a s a s a s a v o f a s 8 8 O O O O O 8 O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0,A O O ,A o N O ,() O ,(1 O 0 n + + + + + + i + + i + + + + + + + + + t0 a0 rn m O O f N N r7 n PROFILE VIEW-WATER MAIN LINE 14 AS-]DDUILT N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE T PROJECT /: 00-091 SHEET ° 30 '° COB WATER MAIN EXTENSION SOLVENT SITE rrr DATE: 11/2001 Q s<a„q r �L1• Civil Engineering J2 DISCOVERY DRIVE C2 J 42� L 80ZEMAN,MT 39718 W-MAIN LINE 14.DWG (Lry�F L 1 INCH = 30 FEET 1 INCH = 10 FEET I WATER MAIN LINE 14 — STA. 8+50 TO 16+50 Land Surveying OVERALL SHEET 29 OF 42 °a """ ALLIED PHONE(406)-57 0221 PROJECT ENGINEER: SRS DRAWN BY: LJG , Geot°c}lnical Engineering FAX(406)382-3770 DESIGNED BY: PJS REVIEWED BY: SRS, TLT �.As a BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. — WATER MAIN LINE 14 �j xomx i-i a a � x F U U 6 HYDRANT ASSEMBLY U U W W STA. 24+10''. (j W W W ARROW BOLTI W x x EL-4684.11 x (A) cn 20-FOOT WATER co V) 20-FOOT WATER I LINE EASEMENT EXISTING 30-FOOT SEWER EASEMENT LINE EASEMENT --- — - - — — — — — — — -- — - - - -- 0 0 0 o O r -- 0 — . . — — o — — — — — _ — — — — — — — — o — — — — — o- -oo- m ^ co O1 WATER MAIN LINE 14 N 12"-DI CLASS 51_ c� 10' _ ; r - WATER LINE 14 N 12" DI CLASS 51 N S 5 5 N !! EX ISTING 30-FOOT ��_ LXi�iiNG 10" �l EXISTING 10'. 12" DI BUTTERFLY VALVE, MJ i SEWER MAIN SEWER MAIN STA, 24+15 + SEWER EASEMENT I EXISTING MPC GAS LINE- + STA. 24+20 j PLAN VIEW-WATER MAIN LINE 14 z Z W m n n K ^ a b N W a o+ < oa +na m M = �+II m N WN w Q N� JW NZ Q NZ N �Z 4700.0 O = 47000 4695,0 4695.0 -------- -------------EXISTING GROUND SURFACE 4690.0 I -------- - 4690.0 r-_`------------------------- EXIST 4685.0 -------- ----ING-GROUND SURFACE 4685.0 4680.0 - --- --- 4680.0 WATER MAIN LINE 14 3953 LF OF 12"IDI CLASS 51 WATER MAIN 4675.0 4675.0 R 4670.0 4670.0 EXISTING e MPC CAS LIME 4665.0 STA. 24+20 4665-0 4660.0 4660.0 Y ^ nNma Mrnsv r♦n ONr O as '2O mnr ae Mm♦m♦ Nne 0�D OOn��OY OO O m N m N O oof aO OD a mm m Oill ONr nrxMllll il'm 1 aNnNa s me NO ,Ft• a s a 8 8 8 8 8 8 8 8 8pp Q8 S 8 8 8 8 8 8 8 8 8 O O O O N O rN O 9 O N O m O N O m + + + + + + + + + + + + + + + + + + + m rp n n m m Or Or O O N N h N1 N a V f 3 PROFILE VIEW-WATER MAIN LINE 14 T AS-11B ILT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NTAh r HOJECT N: 00-09, SHEET D 30 D 10 q COB WATER MAIN EXTENSION SOLVENT SITE scow" , / / CIVIL Engineering ;BOZEMANEMT54R71\,I WAMAIN LINE 14.DWG C30 Or 42 1 INCH = 30 FEET 1 INCH = 10 FEET "'TM WATER MAIN LINE 14 - 5TA. 16+50 TO 24+50 L Land Surveying OVERALL SHEET 30 OF _42 ALLIED FAX(40)582-577 PROJECT ENGINEER:SRS DRAWN BY: LJG , '�'. GCOtechnical Engineering FAX(406)582-577U - -- BOZEMAN, MONTANA ENGINEERING _ ATER MAIN LINE 14 COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TLT -r:viccs.wc_ W � xCAI 20-FOOT WATER EXISTING 30-FOOT LINE EASEMENT SEWER EASEMENT 20-FOOT WATER LINE EASEMENT O -- - O- - o H N WATER MAIN LINE 14 N 12" DI CLASS 51 N 0N0 10• N WATER MAIN LINE 14 ;, 12" DI CLASS 51 N o - I L_EXISTING 10" 1 SEWER MAIN EXISTING EXISTING 30-FOOT SEWER MAIN SEWER EASEMENT PROPERTY LINE QQ4. ,tit �P. STATE LANDS MANDEVILLE PROPERTY PLAN VIEW-WATER MAIN LINE 14 z z Z J } j O O Z ZZ O mY Y l0 O O Z W d IJi d Q Q O O m m n n n W N a o� � llv as ooe a Co a oa In4 II F +N +II a o NK O N2' NR' w NK F- N II J M� !Y W x lnS = EXISTING MPC `b' vl? o mz o o z -GAS LINE 4690.0 STA. 24+20 4690.0 4685.0 4685.0 j�_ ----- ------- EXISTING UTILITY EXISTING GROUND SURFACE YELLOWSTONE PIPELINE 4680.0 4680.0 STA. 27+31 4675.0 ---_--_- -----_-- 4675.0 ------_----- 4670.0 -------- ----- EXISTING- --GROUND SURFACE 4665.0 WATER MAIN LINE 14 - --- -----_ 3953 LF OF 51 12" DI CLASS ---- 4665.0 WATER MAIN 4660.0 4660.0 4655.0 i 4655.0 4650.0 4650.0 4645.0 4645.0 o rn N m N M m to m o m m m N M m o �n to N m n n n n M m o M n o In noo M�n m m 1p l0 t0 t0 �O m �D�D m m m m b b m i0 b m b�O �D�O tO tOD t0 t�D �D b tD t0 m b m 1�0 d d d d d♦ d'd d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 8 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N 111 O N O N O N O ill O u7 O N O O N n + + + + + + + + + + + + + + + + + + +d d N N N N N 0 M M M M M PROFILE VIEW-WATER MAIN LINE 14 AS-IJDOUILT71 NO. REVISi.'. DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT M: 00-091 SHEET 0 30 0 ,D COB WATER MAIN EXTENSION, SOLVENT SITE scoll p, 7) �q `, J� ��_ Civil Engineering �OZIS AN MT DRIVE �8E WAMAIN LINE?4oDWG C31 of 42 1 INCH = 30 FEET 1 INCH = 10 FEET xa es.l WATER MAIN LINE 14 - STA. 24+5�1 TO 32+50 Land Surveying PHONE(406)582-0221 OVERALL SHEET 31 OF 42 PROJECT ENGINEER:SRS DRAWN BY: LJG , ALLIED Geotechnieal Engineering FAX(406)582-5770 DESIGNED BY: PJS REVIEWED BY: SRS. TLT /olA.a BOZEMAN, MONTANA ENGINEERING COB WATER MAIN EXT. WATER MAIN LINE 14 O .1' 12" DI 22.5'BEND, MJ ~ 'ti ? STA. 37+59 �2 12" DI BUTTERFLY VALVE, MJ STA. 36+60 pp 8 PRV STATION ��h , �c`3' - JACK CASING 6 HYDRANT ASSEMBLY eCENTERED ON STA. 37+84 TO 1„k e STA. 35+75 STA. 36+501 3eQ STA. 38+57 ARROW BOLT EL=4662 86 r / Ji PR �S JACK CASING } % EXISTING 10"J' + ;'`h\ - ` STA. 38+94 TO N/ SEWER MAIN f`;;�t S\R, o STA. 39+53 1(fl 20-FOOT WATER 55515 LINE EASEMENT 1 CLA g' 12' DI BUTTERFLY 0 12 D 5' VALVE, MJ Q \S f h STA. 36+32 36"0 CASINGos tj GRAVEL ACCESS ROAD - - S 14' WIDE ENTRANCE (((JJJDDD --- -s' 25' RADIUS TURNAROUND tir 12" DI 90'BEND, MJ --- I N,p1N uNE 1S ' EXISTING 10" ac of �' STA. 39+53 y /- SEWER MAIN J2 sus MANDEVILLE do H l / �� EXISTING 30-FOOT PROPERTY SEWER EASEMENT 4 / 5 RAILROAD PROPERTY I / xoxrx PLAN VIEW-WATER MAIN LINE 14 Z 5 r Z O JJ yi p + rn m N O U G Q n'6 m< an d ^ >5 r > > O n i N II a II N II Q Q 0 Z d 0 0 IL10 N b 10 1p W b tp W b w a o IL gd a nd hd o�d a od r uO d m > rn m und> IUD MF U +N Z N II m +M m +I +8 N +11 4 L>? + + >Z O +119 J JI.�W�IO� VQl> Kp n� O naK O naK naK O naK> n .N_Z n WZ 2_ nW 2_ rw>Z z Z Zt;z S 1? > V1 0a U L U z0Q 4675.0 --73' JACK CASING - 59' JACK CASING 4675.0 EXISTING 4670.0 GRAVEL UTILITY-POWER tRR %INC 4670.0 ACCESS EXISTING ROAD UTILITY-PHONE 4885.0 / \ 4885.0 EXISTING GROUND SURFACE /' \--------------- _ -- --- F ---- --- �- 4655.0 CROSSING / I CROSSING � 4660.0 \ / \� \ I 4655.0 36"0 CASING 36"0 CASING WATER MAIN LINE 14 3953 LF OF 12" DI CLASS 51 WATER MAIN + i 4650.0 _ 4650.0 4645.0 PRV STATION - --- - - - - -. 4645.0 I W n !D Ot N d Ot d r N ,() N o] .O N n O N 01 d Il O N h N 1p rN nor b N n N O OI n n N O N�h tD d 1p n tp Ml N N d N d d n n I O n O n O m pr Ip pp O p�p� pp p� ap pp .11.O o o ..D � 11. N.O N.O ,!1 N d t0 d 10 d N . Q,n 10 b 10 10 10 10 10 10 10 10 .0 10 10 10 10 O ID b O.O .O b b b O O 1p o Q d d d d d d d d d d d d d d d did d Q d d Q Q f d d d d Q Ond n v�Of MOO MOO rOaj r^OO1 OOM O OO OO O N p OO d7_1 S + + N O O M + + + + + + +n n m M PROFILE VIEW-WATER MAIN LINE 14 AS-JDUILT NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NT PROJECT #: 00-091 SHED D 30 D 10 u0t1p COB WATER MAIN EXTENSION, SOLVENT SITE / _ W Civil Engineering 32 DISCOVERY DRIVE DATE: 11/2001 C SHEET.1 - LL.. BOZEMAN,MT 59718 W-MAIN LINE 14.DWG OF 1 INCH = 30 FEET 1 INCH = 10 FEET WATER MAIN LINE 14 - STA. 32+50 TO 39+53 LanliSutveying pHONE(406)582-0221 OVERALL SHEET 32 OF 42 " I—" ALLIED PROJECT ENGINEER: SRS DRAWN BY: LJG Geotechnical Engineering FAX(406)582-5770 "`A"° BOZEMAN, MONTANA ENGTNEERING COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TILT nvlcEs.In.c WATER MAIN LINE 14 PROPERTY LINE A I M M 9s U U <11 BARBWIRE FENCE COUPLFR COUPLER y4- CORP STOP CROSSING STA. 2+68 W W STA. 5+68 STA. 0+00 2" C901 POLYETHYLENE 2" C901 POLYETHYLENE WATER SERVICE LINE DR-7 0 0 0 cn 0, 0 WATER SERVICE LINE 01 i0 1 0 0 0 o WATER SERVICE LINE 01 o WATER SERVICE LINE DR-7 \ N _ a n p n SOUTH EDGE OF PAVEMENT } RED WING DRIVE FENCE LINE SOUTH EDGE OF PAVEMENT \ NORTH EDGE OF PAVEMENT DRIVEWAY CROSSING RED WING DRIVE EXISTING 10" SEWER MAIN PLAN VIEW-WATER SERVICE LINE 01 N N a b a u Wa w Wd � a +u o.Z F� 0 d� DRIVEWAY N WZ N Vl� N OK 4665.0 CROSSING 4665.0 4660.0 -- --_ .--^ �---�- �- -\ ^_-- EXISTING GROUND SURFACE 4660.0 4655.0 --- _ EXISTING GROUND SURFACE - /-- ------ ---� ------- -------\ --i\_- __ \ram �� --�- - -- 4655.0 4650.0 WA TE SERV 17 CE LINE Ot T 4650.0 23 LF OF 2" C91 POLYE TH YLENE WATER SERVICE 4645.0 4645.0 LINE DR- 4640.0 4640.0 I i 4635.0 4635.0 4630.0 - 4630.0 Wa dI a s O Ol N'1� ' 00 O Ol 00 0 N b N 0 {0 N l ap 010 tp'O lD �O ID tDl0 s .hNNON W ON MO d.a a s a s ad as d d a s d d a s 8 S ci 8 8 8 S 8 S S 8 8 S 8 8 8 8 8 8 O N O ,� 0 O N 0 00 O N O ,N O N O N O^ O O N N ) M a a 0 �(l 10 �0 1 r W + co PROFILE VIEW-WATER SERVICE LINE 01 ASABUILT NO. REVISIONS DRAWN BY DATE HORI70NTAL SCALE VERTICAL SCALE PROJECT M: 00-091 SHEET 30 0 10 x°,. COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32 DISCOVERY DRIVE DATE: 1112001 C33O 42 1 INCH 1 INCH WATER SERVICE LINE 01 - STA. 0+00 TO 8+50 Land Surveying BOZEMAN,MT 59718 W-SERV LINE 01 DWG —K ALLIED PHONE(406)582-0221 OVERALL SHEET 33 OF 42 PROJECT ENGINEER:SRS DRAWN BY: LJC Gcotcchnical Engineering FAX(406)582-5770 BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS, TLT WATER SERVICE LINE 01 (� CURB STOP W/BOX y STA. 17+22.88-II rfr,E�i] PROPERTY LINE II U I 171 22.88 ` BARBWIRE FENCE CROSSING WCOUPLER COUPLER - 17 00 STA. 8+68 STA. 11+68 CREW J\��6 STREAM rA(n p 2" C901 POLYETHYLENE N�' i CROSSING, BARBWIRE FENCE CROSSING BARBWIRE FENCE 7 0 WATER SERVICE LINE DR-7 MP CROSSING 0 rn WATER SERVICE LINE 01 0 COUPLER 0 2" C901 POLYETHYLENE STA. 14+58 I,,w WATER SERVICE LINE DR-7 N A SOUTH EDGE OF PAVEMENT - � 0 0 0 0 _ o RED WING DRIVE \\ �On SOUTH EDGE OF PAVEMENT DRIVEWAY i DRIVEWAY CROSSING" RED WING DRIVE PLAN VIEW-WATER SERVICE LINE 01 0 O a a n m ao 3 ao awn a +u a +e +n OJ aDr J - J a N n� O 'tt O m a. F N Nz N 1~/12 N Nz U Nz 4665-0 4665.0 4660.0 4660.0 DRIVEWAY F55. - -- ---\ / _-_ _ CROSSING 4655.0 EXISTING GROUND SURFgCE r '- ___ _ _ STREAM � - - -� CROSSING EXISTING GROUND SURFACE - EXISTING GROUND SURFACE ------ -------- -- 4650.0 - ---�---- -------------- �--,. - 4645.0 n�-- - ---- - 4640.0 4640.0 4635.0 WATER SERVICE LINE Ot = 1723 LF OF 2" C901 POLYETHYLENE WATER SERVICE LINE DR-7 4635.0 RIGID BOARD INSULATION 4630.0 6" THICK x 32' WIDE 4630.0 I ano-nm rn a. �n 1.0 Oo N ma III nrn N r�'irn o v°rirn eo ONIN <0 No UI N O N a a IlitV� m m"0 00'w a0 0 m t` O m O� O lV O t`/O ✓i 0 M7� M h r: a a N a N a N a N a rn v a Ml a n'a M a n a a s Y N a 0 a. ,o a,aooe �0 0� aD we �s 00 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o 0 O O O O O O O O O O O O O O O O O O O N a N O O N p N O N O N O N O N O 0 O N + + + + + + + + + + + + + + + + + + + + 00 m m O O - - N N n h a a N N O to n n PROFILE VIEW-WATER SERVICE LINE 01 ASAB?U1j L7TI NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NT PROJECT #: 00-091 SHEET J0 COB WATER MAIN EXTENSION SOLVENT SITE �'� DATE: 11/2001 %OTT x ) i� Civil Engineering BOZ DISCOVERY 59718E W-SERV LINE 01.DWG C34 of 42 1 INCH = 30 FEET 1 INCH = 10 FEET -1. WATER SERVICE LINE 101 - STA. 8+50 TO 17+23 L Land Surveying x ""�` ALLIED PHONE(406)582-0221 OVERALL SHEET 34 OF 42 PROJECT ENGINEER:SRS DRAWN BY: LJG , Geotechnical Engineering FAX(406)582-5770 "`A"° BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: PJS REVIEWED BY: SRS• TLT sE WATER SERVICE LINE 01 NOTES: AS—BUILT �y�_����T 1. 7 FOOT BURY DEPTH ON ALL HYDRANTS EXCEPT AT. 1 HYDRANT 02, 258 - 8.5 FOOT BURY DEPTH HYDRANT 25. 25C, 26, 268 - 7.5 FOOT PIIf,'. I I I-I 2. NOT ALL HYDRANTS ARE SHOWN; i SEWER MAIN V) / CROSSING 3 G) ? / STA_ 0+14 a SE WFk MAIN w 1 ,-CROS INU' Q SEWER MAIN �CROSSING �. STA 0+14 m VT SEWER MAIN STA. 0+14 C9 w SEWEf, MAIN n �p CRO 9N0 a j w a CROSSING w X STA ._ C/l SEWER MAIN 3 STA. 0t24 ' _ 12">< 6" DI TEE CROSSING w CONNECTION. MJ a STA, 0+23 12"* 6" DI TEE STA. 0+00� 3 / e\ CONNECTION, MJ,. HYDRANT _ ASSEMBLY + CI STA. 0+00 + j STA. 0+47.75 ---0 - o 12"x 6" DI TEE HYDRAN7 o W 27 W-H25 CONNECTION, MJ W H`6 ��-ASSEMBLY + STA 0+00 STA 0+473° o HYDRANT U < ASSEMBLY (U) +o I Ln o m STA. 0+47 I.i I I i TJ I I I I II I DETAIL z DETAIL 3 DETAIL 4 DETAIL CS PLAN VIEW C35 PLAN VIEW C75 PLAN VIEW C35 PLAN VIEW HYDRANT 02 HYDRANT 25 HYDRANT 26 HYDRANT 27 F 0 w w ~ Z co w a a m z r r o � o for In o o`g '"na 1J c a �p O N II Oil O II ,"1 ,r �' Oil < II 0� O oC, 0 II a+ II N N z io N Z tp V1 2 1 u Vl Ul= _ N N Z = N Uf Z ip VI Z l 4640 DE P I1, SURF ACE EXISTING GROUND EXISTING 41560 r 4660 EXI° u� E TANG !;F��uNii SURFACE UTILITY-PHONE - -GRI:i 4635 SUF FACC Exl (N EXISTING SURi EXISTING UTILITY-FnGNE_4655 A. i1 I A UTILITY-PHONE 4655 UTILITY-GAS RIGID BOAI<p S7A 0♦0, & \, STA. 0+03 & A C BURi INSULATION 41A U+I� - STA. 0+11 DEPTH _ 46.0 J - g650 4650 8.5' BURY DEPTH — -- 6"THI(:K . 45' LONG - I .,IING UTILITY - EXISTING EXI IING __ PHONE DROP --_ UTILITY-GAS - 4645 _ 16" MINIMUM UTILITY GAS 4b4�, _-- A STA. 0+19 EXISTING ---- SEPARATION SIA. 0+'2 - T STA. 0t15 464 UTILITY-PHONE �- RIGID BOARD 444 4640 Q 46g0 % I*NSULATION L - A 4640 6TH I CK '. 42 LOCI. RIGID BOARD Ii INSULATION _ 20" EXISTING v 18'" LXISTIN� 'EWER MAIN F• Tti1 - 6"THICK ■ 40' 1., 1� 4635 SEWER MAIN 463`_ --- -.r- '1 �I - n N _ , J' L 0+41 1 PROFILE VIEW PROFILE VIEW PROFILE VIEW PROFILE VIEW HYDRANT 02 HYDRANT 25 HYDRANT 26 HYDRANT 27 COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32 DISCOVERY DRIVE BOZEMAN•Mr C35 OF Land Surveying 42 59718 WATER HYDRANT LINES 02, 25, 26) 27 Y g PHONE(406)582-0221 ALLIED Gcotcchnical Engineering FAX(406)582-5770 )�'ERALLSHEET 35 of 42 BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. N I:R HYDRANT LINES 25-30 NORlN MOYIN MORY SEWER MAIN CROSSINMG ( I CROSSING STA. 0+14AIN SEWER STA. 0+14 y 12" BUTTERFLY VALVE, MJ I o - I SEWER MAW SEWER MAIN SEWER MAIN al CROSSING vt ON MAIN LINE 13 `-CROSSING , �� CROSSING 31 w I STA. 0+16.20 STA. 0+23.28 I STA. 0+23.48 2SEWER '^ 12'. X 6" 01 TEE P 12" X 6" DI TEE I / _ < CROSSINGAIN CONNECTION, MJ I �=_� CONNECTION, MJ / I a I I STA, 0+23.84 STA. 0+00 HYDRANT ASSEMBLY STA. 0+00 I HYDRANT ASSEMBLY I / STA. 0+47.75 I { STA. 0+47.75 0 --�� v W-H25 Z HYDRANT ASSEMBLY W-H2 I Y STA. 0+47.35 � DRIVEWAY 1 DRIVEWAY I 3 `_-" '✓ � o L=i l z I I _ - r y I WATER SERVICE 12' X 6' DI TEE I a I#0. Z n CONNSTAo0+00 I y Z I WATER SERVICE � W I a i t w W l4� o ' I � � Z U W � ! V $ I of of , n s DETAIL 6 DETAIL DETAIL Gw PLAN VIEW c36 PLAN VIEW c36 PLAN VIEW HYDRANT 25B HYDRANT 25C HYDRANT 26B Z Z o Z U O U r Z m ZpZ Z 3 OV > U m �p O > O m W aD V O mJ 0 �W.1 W an0 N N w ao - a vino 0 o a na o a p ov <^y �+Y F+4 b o+o z o+r1 0 11 <n „oir ¢ 0� a o� Qy" �pQ H v1< 4y! Z Z Nz �Z N EXISTING x n_ UTILITY-GAS EXISTING GROUND EXISTING GROUND EXISTING GROUND STA. 0+33 SURFACE SURFACE 4650 SURFACE EXISTING 4650 UTILITY-PHONE - ___i_ 7.5' BURY DEPTH --, 20' EXISTING Lo _- STA. 0+22 -- SEWER MAIN � 4650 RIGID BOARD INSULATION 20" EXISTING 7.5' BURY DEPTH ` 6" THICK s 45' LONG SEWER MAIN 8.5' BURY DEPTH 4640 EXISTING ` 4640 UTILITY-PHONE p STA. 0+05 0, . 4640 20" EXISTING DATUM ELEV DATUM ELEV SEWER MAIN DATUM ELEV 4630.00 4635.00 4630.00 y0 r0 W O � do da a 0+00 0+47.75 0+00 0+47.35 0+00 0+47.75 PROFILE VIEW PROFILE VIEW PROFILE VIEW HYDRANT 25B HYDRANT 25C HYDRANT 26B AS—� lV IL N� REVISIONS DRAWN BY DATE H00RIZON TAL SC3A0LE VERTICAL SCALE 3TA PROJECT N: 00-091 SHEET COB WATER MAIN EXTENSION, SOLVENT SITE "° Civil Engineering 32 DISCOVERY DRIVE DATE: 11/2001 C WATER HYDRANT LINES 25B 25C 26B Y BOZEMAN,MT 59718 HYD...DWG C36 OF 42 1 INCH = 30 FEET 1 INCH = 10 FEET Land Surve IngALLIED PHONE(406)582-0221 OVERAI.I.SHEET C36 OF 42 PROJECT ENGINEER:SRS DRAWN BY; PJS Geotechnical Engineering FAX(406)582-5770 BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: SRS REVIEWED BY: PJS HYDRANTS 25B 25C 26B 10" DI 45'BEND, MJ INV. ELEV. = 4621.53 12" DI BUTTERFLY VALVE, MJ STA. 8+25 INV, ELEV. 4621.61 W T?„0, STA. 0+16 q TER Cl 101" DI GATE VALVE, MJ To" DI CLASS 51 q�pa MgrN ASS Sr / WV. ELEV. = 4621.53 WATER MAW LINE 05 HE 0 STA. 8+23 10" D1 GATE VALVE, MJ ELEV = 4620.71 3 STA. 0+08 q TfR 0r 4f, -4s S <rry f r 03 12" DI BUTTERFLY VALVE, MJ 12" DI BUTTERFLY VALVE, MJ INV. ELEV. = 4621.53 -INV. ELEV. = 4620+98 STA. 5+88 ' STA. 2+75 12"X1D" DI TEE CONNECTION, MJ_.- INV. ELEV. = 4620.98 12" DI 11.25- BEND, MJ WM03 STA. 2+80 = WM04 STA. D+DO INV. ELEV. = 4620.92 8" DI CATE VALVE. MJ t STA. 2+36 INV. ELEV - 4621.53-- STA. 8+16 + '1 Wq TER 0�CLq ` Mq,H IV,, �grFR Or 02 q/gi'I'qS.S N.do (i,1,fSr OJ 1 ' 12"x10" DI CROSS CONNECTION, MJ K DETAIL -INV. ELEV. = 4621.53 cn 12"X 10"TEE CONNECTION WM05 STA. 8+16 = WM03 STA, 0+00 = WM02 STA. 5+96 NOT TO SCALE S p,O5 L 10" DI CLASS 51 WATER PIPE 16 R� V,Pg6 10"x 8" DI REDUCER, MJ INV. ELEV. = 4621,53 STA. 8+19 1 DETAIL �7 CROSS CONNECTION 2" CONNECTION NOT TO SCALE — FOR CHLORINATION 12" DI TAPPING VALVE, FL x MJ INV. ELEV. = 4701.20 `•� STA. 0+05 f1-rSThO y Wq TFR O/C 12" DI BUTTERFLY VALVE, MJ G�,P'S�NF'O 84 Wq lfR 5`E�A 4Mgr<qS INV. ELEV. = 4610.38 O� p>N IP4 Or MgrN BPS`'��N N<rySr �' STA. 4+07 f PS� 1 q^' pSS5f"pq 4//" 0 M/qSN 12" DI BUTTERFLY VALVE. � <r �0p�-1 1 f NV. EV404.63 , GM,p�N OB STA. 0+05 'j g�' 12" DI TAPPING TEE, MJ x FL W 4V. ELEV. 4701.20 frrSTi 12" DI BUTTERFLY VALVE, MJ STA. 0+00 INV. ELEV. = 4610.36 NO r2. STA. 11+09 i Wq 12"X 8" DI REDUCER, MJ 8" DI GATE VALVE, MJINV. ELEV, R M 04.65 STA. 3+99 STA - 4610.33 INV. ELEV. 60+45 qrh�Gy � f 12" DI CROSS CONNECTION 12"X 8" DI REDUCER, MJ W/ END PLUG, MJ INV. ELEV. = 46D4.67 5 DETAIL INV. ELEV. = 4610.33 WM07 STA. 4+00 = WM03 STA. 11+15 STA. 0+40 1� W'9 .R /2, „�,�. ca7 WATER MAIN CONNECTION-LINE 14 o W'1 6"Or C� 12" DI TEE CONNECTION, MJ ! Mgrh Q C� NOT 70 SCALE 8" DI GATE VALVE, MJ 'I/grH'9SS INV ELEV. = 4604.67 Nf BSSSr INV. ELEV. = 4610.33 4r'T'f, WM08 STA. 0+35 = WM09 STA. 0+00 TO7r Nf o� 3 DETAIL 4 DETAIL c37 12"CROSS W/REDUCER cs7 12"TEE CONNECTION A IS e�U 1 LT NOT TO SCALE NOT TO SCALE NO. REVISIONS DRAWN BY DATE PROJECT N: 00-091 SHEET COB WAFER MAIN EXTENSION SOLVENT SITE r� NOT TO SCALE �; ) Civil Engineering 32DLSCOVERYDRIVE DATE: 11/2D01 C3/ 0F42 CIVIL DETAILS T T�TLj'`r Land Surveying AILS SHI.DWG �PHONE 8Z 0 21 GOVE IVIL TRALL SHEET 3J(7 OF 42L "°1359'"f Jrz ALLIED Geotechnical Engineering FAX(406)582-57770 PROJECT ENGINEER: SRS W : LJG -! BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. CIVIL DETAILS DESIGNED BY: SRS REVIEWED BY: SRS, TILT AS(O sEnVices.wc- ISOMETRIC VIE FLOOR TO CENTERLINE OF MAIN PIPING 24" 3'-0" MAX. TO PROPERTY LINE INSTALL PLUMB W/ PUMPER NOZZLE NEW HYDRANT 20'-B- I-) FACING STREET MUELLER CENTURION 14'-2 112- 112-) MIN 4'-0" CLEAR ALL ELEVATIONS AS SHOWN AROUND (TREES, ON PLANS OR 0.2' ABOVE HEDGES, BUSHES, TOP OF CURB GRADE ETC.) ADJUSTABLE SCREW , (a TYPE VALVE BOX W1 SET DOWNSTREAM GROUND LINE LID V-10" PRESSURE AT 115 PSI m m 4 UNDISTURBED INLET I t EARTH 0 - [ I I OUTLE MIN 1.51 77*1 -1-H C VE HYDRANT LEAD. I- V-4" P-b� LENGTH VARIES 4- 'j To MAIN LINE 11 MIN. 12 CUBIC F TIE ROD LUGS YARID WASHED (TYP. OF 4) GRAVEL THRUST-SEAL PLATE 2 03" JOINT AS REQU:RED C/W ANCHORING BOLTS FOR PIPE SPECFED REINFORCED CONCRETE THRUST BLOCKS (BY OTHERS) NEW 6* AUXILIARY V-3" SET DOWNSTREAM CONCRETE GATE VALVE PRESSURE AT 120 BEARING FLANGE JOINT I PSI BLOCK 5'x12"x12" DEEP SUMP DETAIL '/W SUMP GRATING TYPICAL FIRE HYDRANT ASSFMBLY PLAN VIFW 5"0 OPENING FOR NOT TO SCALE SEE NOTES FLOOR TO CENTERLINE OF MAIN PIPING 24" 4"0 PVC DRAIN NOTE CALLOUT NOTL CALLOUT STANDARD FABRICATION (D 10" CLA-VAL 9OG-OIASKC PRESSURE 30" 0 MANHOLE COVER AND FRAME W/ ONISHING SPE REDUCING VALVE C/W X105LCW LIMIT SWTCH IFC0773 FROST PROOF COVER & RING, 24' FABRICATED STFFI PIPE FITTINGS TO BE ASSEMBLY DI BODY. BRONZE TRIM - #150 FLGD (OTY, 1) BOLT DOWN COVER H20 STATIC (OFF ROADWAY) SCHED ULE No. 40 STEEL PIPE FOR SIZES (DZ 3" CLA-VAL 9OC-01ABCSKC PRESSURE LOADING(OTY. 1) To 1 0". AND 3/8" WALL FOR 1 7" AND LARGER. REDUCING VALVE C/W X105LCW LIMIT SWITCH ADJUSTABLE PIPE SUPPORTS (OTY, 6) ALL. 3"LARGER PIPE, INSIDE WETTED SURFACES TO BE ASSEMBLY DI BODY, BRONZE TRIM - 0150 FLGD (OTYA) SAN BLASTED' EPDXY LINED AND COATED TO AWWA C-210 12" SMITH BLAIR TRANSITION COUPLINGS(CITY. 2) ANDDNSF-61 SPECIFICATION. FINISH COATING WILL 13E D3 10" MUELLER A2360-6W41 W55 RW NRS BLUE ENAMEL. GATE VALVE C/W HANDWHEEL - #150 FLGD (OTY. 2) @ ALUMINUM LADDER NTH SAFETY POST(OTY. 1) D 4 3" MUELLER A2360-6W41 W55 RW NRS 10" MUELLER 758 CAST IRON BODY"Y" GATE VALVE C/W HAND-EEL - 0 1 50 FLCD (CITY. 2) STRAINER C/W BILOWDOWN VALVE - J125 FLGO (CITY. 1) TO- VICTAULIC #741 COUPLING (CITY. 1) 3* MUELLER 758 CAST IRON BODY"Y" NOTES 4' ACTAULIC #07 COUPLING(OTY. 2) STRAINER C/W BLOWDOWN VALVE - #125 FILGO (CITY. 1) 1. V ULT #13765(H-20 LOADING) I' APCO 50.3 AIR RELEASE VALVE C/W I A 4- ENFM 6211 (0-20OPSI) PRESSURE GAUGE NSIDE,,DIMENSTONS- W 6'-6" H C/W GAUGE COCK (CITY 2) ISOLATION VALVE, EXTENSION & BRASS UNION (CITY, 1) 12'-11 L x _11 3/4- HOSE BIB ASSEMBLY(OTY. 1) 2. VAULT WEIGHT: #13765 PRECAST CONCRETE VAULT C/w TOP 21,500 Lb� WHITE LATEX INTERIOR & BLACK TAR EXTERIOR. 3" VICTAULIC #07 COUPLING (QTY. 1) BOTTOM 23.600 Lb� TOP HALF TO BE INSULATED NTH SPRAYED WEIGHTS ±10% POLYURETHANE FOAM TO R20 (APPR. 3- THICK)(OTY.1) 1- APCO 143C1 COMBINATION AIR VALVE C/W ISOLATION VALVE. EXTENSION dc BRASS UNION (CITY. 1) 12" . 10" REDUCER, Mi(QTY. 2) K_8__�DETAIL AS-JBUILT C38 PRV STATION NOT TO SCALE NO REVISIONS DRAWN BY DATE T PROJECT 111: 110-091 SHEL-17 SCALE: NONE ­T R COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32 DISCOVERY DRIVE DAT "/22 C3 .1. =�za= BOZEMAN,MT 59718 CIVIL LDETAI�71122'1). OF42 N..1­1 1 CIVIL DETAILS Land Surveying PHONE(4%)582-0221 OVERALL SHEET 38 OF 42 PROJECT ENGINEER: SRS DRAWN BY: LJG '".1 1 ALLIED Gcotcchnical Engineering FAX(406)582-5770 - DESIGNED BY: SRS A' BOZEMAN,MONTANA ENGINEERING COB WATHR MAIN EXT_ REVIEWED BY: SRS, TILT CIVIL DE STEEL POST 1 PROPERTY LINE MARKER, OR EASEMENT LINE PAINTED BLUE C ' GROUND I �4' SURFACE CURB BOX 12.5 6 1/2' MIN.COVER PROVIDE 5' STATIONARY ROD IN ALL TAP BY (TYPICAL EXCEPT IN CURB BOXES SPECIAL CIRCUMSTANCES CONTRACTOR WHERE CITY HAS APPROVED CURB ALTERNATE LOCATION) STOP FINISHED PAVED 1 1 ROAD SURFACE -T-----—- ! OR EXISTING GROUND WATER MAINS BASE MATERIAL TYPE "A" TRENCH BACKFILL CORPORATION SELECT MATERIAL BACKFILL - PER MPWSS 02221, COMPACTED STOP AREA (SEE SPECIFICATIONS) TO 95% OF MAXIMUM DRY DENSITY VARIABLE DIA. SERVICE PIPE DRAINAGE FABRIC AS PER FARMER'S CANAL DETAIL OF A _ _ 6.5' MINIMUM MPWSS 02110, REQUIRED IF STREAM CROSSING PROPERLY 2 COVER BEDDING MATERIAL HAS LESS INSTALLED 1 3�t I' ' 6"MIN. THAN 50% PASSING #4 SIEVE CORPORATION I. 6.5' MINIMUM I ' COVER STOP. TAP MAIN 4 AT SPRINGLINE. }--- VARIED DIAMETER TRENCH BOTTOM 6• WATER MAIN RIGID BOARD GENERAL NOTES: -- - - INSULATION 3' MINIMUM CLEARANCE BELOW 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM STREAM BOTTOM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM it Jr / CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH ` HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT �` / �. COVER AT CURB STOP. 4" 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR I TYPE 2 PIPE BEDDING AS SPECIFIED. TRENCH WIDTH=O OF PIPE PLUS 2.'D. _WHERE REQUIRED FOR SOFT OF UNSTABLE- 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. MIN. TRENCH WIDTH=3.5' FOUNDATION 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. A SECTION 12" D.I. WATER MAIN SECTION SECTION 39 STREAM CROSSING TYPICAL 3/4"WATER SERVICE TYPICAL TRENCH NOT TO ;CAI E NOT TO SCAI E NOT TO SCALE B WRAP-AROUND END SEAL W/ LONGITUDINAL SEALANT AND AS TM A570 GRADE B STEEL CASEMENT PIPE C39 - SECURE THE CASING AND CARRIER PIPE W/ STAINLESS STEEL BANDS 12" D.I. CARRIER PIPE DETAIL c39 TYPICAL BORING&JACKING NOT TO SCALE CASEMENT PIPE CASING CHOCKS - 3 EACH PER PIPE SECTION (TYP) CARRIER PIPE CARRIER PIPE SHALL BE POWER SEAL MODEL 4810, CENTER RESTRAINED OR CASING CHOCKS t APPROVED EQUAL CASEMENT PIPE _T� NOTES: 12" D.I. CARRIER PIPE PLACED INSIDE THE v ',I CASEMENT PIPE SHALL BE GRIFFIN SNAP-LOK RESTRAINED JOINT PIPE OR APPROVED EQUAL. 2) CENTER RESTRAINED CASING CHOCKS O O CONSISTING OF TWO PIECE STAINLESS STEEL BANDS WITH POLYETHYLENE RUNNERS; INSTALL 3 PER PIPE LENGTH-MIDPOINT AND MAXIMUM OF - 2' FROM EACH SIDE OF THE JOINT. BELL END OF PIPE FRONT VIEW SIDE VIEW B SECTION $ c�9 CASING PIPE — NOT TO SCALEAS I.I:i REVISIONS Cli::v;t. o DATE N A PROJECT N: 00-091 COB WATER MAIN EXTENSION SOLVENT SITE SHED NOT To SCALE � Civil Engineering sz DlscovEKY uxlvE DATE: 11/2001 BOZEMAN,MT 59718 CIVIL DETAILS SH3-DWG C39 OF 42 CIVIL DETAILS Land Surveying pno:. .,Inl ssz-ozzl OVERALL SHEET 39 OF 42 PROJECT ENGINEER: SRS DRAWN BY: LJG , ALLIED Geotechnical Engineering FAX(406)i435770 A BOZEMAN,MONTANA ENGINEERING COB WATER MAIN EXT. 1 SIGNED BY: SRS REVIEWED BY: SRS, TILT CIVIL DETAILS . �BH_7 + , � , � � � a F ate;.� � >•;��,ja,ir. ' BH-6 Bl �`f ��.-'Opp -���\,� V4` � �"► 7 ) - =a $ .k v�. _ '�� � ,4 9 •, a, ei l fi R61_l' � ♦ � k h be e ` 3 b BH-4 I 1If Oil i 1 _ BH-9 NOTE R r:U W1Nc r- BORE HOLE LOCATIONS _ ARE APPROXIMATE. 1t ` t>1 } 'k, BH-1 BH-2 BH-4 BH-5 omen other _ other C y'K e„ (Sample C a o a' (Sample K `'X (Sample K (Sample t $ MATERIAL DESCRIPTIONS n character, o p ( p e E y (Olhep c _e s 5 S MATERIAL rESCRIPTIONS n e g character, r $ 2 is i S MATERIAL DESCRIPTIONS n c character, S u n z m a u MATERIAL DESCRIPTIONS n c e character, a c 3 e o S E o 0 0 o Tesboratory) n o$ E _,s .o o Laboratory Q. o E ?o - Laboratory o E '^ y,etc o o in z m S o Tfistiny,etcJ u ° ry li -'o o o Laboratory ren z m E u Testing,etc.) o t7 w z m f u Testing,etc.) 2 inches of silty CLAY tupsuil,niuist(Iru—,) Medium still,dark Drown,silty CLAY, Vury soh,brown,lean CLAY,very moist(till) Uense,dark brown,siltymoist,appears to be some organics y sandy GRAVEL, TS/ moist(fill) - in upper V S-1 Sack Sods 25% G W at 3-25'on 12/07100 T T Very I—.brown,silty SAND,wet(fill) — 2 22% 5.0 4 25% 5.0 5.0 SSS 15 27% Sand=9 5% 5 0 ) 50+ SSS 52% Stiff.dark brown,lean CLAY,..at to wet -L Fines=90 5% S-1 fw 6% -L S-3 26% Max.6d=107 w SS 4• Soft,tan,lean CLAY,most to very moist Sand=9.5% Very soft,dark brownlblack organic silty _ G.W.at 6.75'on 12/0&00 Sack Opt.MC=16% Fines=90.5% CLAY,wet(native) S'2 L.L.=39 ,ck 22% S'.1..11,a Max'6d-107 pcI Medium dense,brown,sandy GRAVEL,wet Dense to very tlense,brown,silty SAND with Opt.MC=16% T gravel grading to silly sandy GRAVEL at depth, S'1 NA 10% mast to:at SSS 10.0 S-4 forr 14% 10.0 T 50. 10.0 3 for 19% SSS 5' S-2 Dense;brown,sand GRAVEL,slightly mist to SSS for 14% Y 9 Y �• -S�SS 5• moist -�-- G.W.at11.7'on1Z07100 9-3 5/. maybe Just touching groundwater-iZ07100 Sock Max.6d=135 pcf Opt.MC=9% Very dense,brown,sandy GRAVEL with T 15.0 sand lone at about 15.5'to 165,wet S"5 61 12% 15.0 S-4 SX SS Sack 1_ 20.0 650, for 17% 20.0 S 5 50+ SSS 5• SSS for 17% 3- NO. REVISKin,'., DRAM BY DATE 0 300 �.. PROJECT N: 00-091 ��r '' COB WATER MAIN EXTENSION SOLVENT SITE sxrr:r _ CNNL e _ I�'�c Civil Engineering 32 DISCOVERY DRIVE DATE: OS/2001 t • 1st » LLB g g BOZEMAN,MT 59718 BL LOCATION MAP.DWG C40 OF 42 -- SCALE: 1 INCH = suu I LL 1 ewsoa BORE MOLE LOGS AND LOCATION MAP Land Surveying e° ram rr raoxE(406)582-0221 OVERALL SHEET 40 OF 42 PROJECT ENGINEER:CRM DRAWN BY: WC ALLIED Geotechnical Engineering VAX(406)582-5770 BOZEMAN, MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: CRM REVIEWED BY: CRM, SRS, TLT - BORE LOG&LOCATION MAP �BH-7 / t*7 BH-6 M r NOTE: ��rt1Wa•ltoen #. -i- BORE HOLE LOCATIONS ARE APPROXIMATE \ / BH5 BH-6 r Other Ii r 1 - 1 —i,, '1 C + r 3 C E-, (Sample / r 4rF / / s r *. •.r u M «o Character, rt m MATERIAL DESCRIPTIONS 0S E o o Laboratory r` o O m z m f U Tesbny,etc.) <v.1� BH� \\1- / rf+ i I-' �, • .: Medum,brown.silty SAND w/gravel, �� i - \ - moist to very moist(fill) L BH 2 BH-1 sob,brown,sandy SILT,mist i 11 R-y' - in • r _ r -- -° Medium dense,brown,silty SAPID with grevol, 5.0 very moist to wet S-1 22 24% ' .._.....- G.W.at Von 12/07/00 SSS AMR 411( , t Medium dense,black,SAND with gravel.wet <t1j�'Irkrt.ln i ! T B �H-10 ,� �� # 19.0 sss 29 15% �. 4 Bli-7 BH-8 BH-9 BH-10 Other Other Other Other r w t c (Sample r t_� (Sample e [a: e« (Sample c w [a: E (Sample S MATERIAL DESCRIPTIONS m y Character, rr S MATERIAL UESCRIPTIONSn $ g Character, g S MATERIAL DESCRIPTIONS �` Character, £ S MATERIAL DESCRIPTIONS 3 Character, m$ E Laboratory rs a$ E n 5 Laboratory ai S E `- u c Laboratory n $Q� E o b Laboratory g U 3 w z m 2:U TeaOng,etc.) 8 O rn z m 2:U Testing,etc.) a t2-+ rn z m f U Testing,etc.) a O J w z m S U Testing,etc.) Medium Lena,,Drown,silly santly Modlum stiff,black,silty CLAY•topsoil,moist Soft,dark brown,silty CLAY,topsoil GRAVEL(till),moist very moist(topsoiq GRAVEL(fill) Black,silty CLAY,topsoil,very mold —--- - -- Soft to medium stiff,brown,sandy lean - Medium dark brown,silty CLAY with S-1 20% Medium stiff,lilightbrownfbrown,silty CLAY, organics,m moist SSS CLAY and sandy SILT,(native)very moist slightly mast to wet Sant•0 5% G W.at 4 2'on 12/07M) - Medwm still,brown,lean CLAY, Fines=96.5% most to very moist T 0 26% L.L.41 Medium stiff to stiff,brown,sandy SILT,mast S_2 T S•1 T 74 15 21V. 5.0 S-/ 5.0 .I.=19.5 6.0 S-1 5.0 SSS SSS 17 12% SASS 21% Max.%d-107 poi SSS for -I S-2 Opt.MC=16% --� 10' - sack Very dense,brown,sandy GRAVEL,and silty Medium dense,brown,sandy GRAVEL,wet - sandy GRAVEL with cobbles,slightly mast to wet Very dense.gray,sandy GRAVE I. i T slightly roast 50 G.W.at Won 12J07100 S3 1or 2% 3 - 10.0 SSS 52 12% S S 3' 10A S-2 52 f0°6 10,0 SSS for 14% 1. SSS G.W.at 10.5'on 12/07/00 Dense to very dense,brown,spry sandy S GRAVEL,moist to wet E' T 3 S-4 75 16A SSS g ii S 50 SSS for 12% 8 5' NO. REVISIONS DRAWN BY DATE 0 300 600 900 NT SHEET PROJECT N; 00-091 COB WATER MAIN EXTENSION, SOLVENT SITE Civil Engineering 32 DISCOVERY DRIVE DATE: OS/2001 C41 OF 42 k �110e BOZEMAN,MT 59718 SL LOCATION MAP.DWG SCALE: 1 INCH 300 FEET an BORE HOLE LOGS AND LOCATION MAP Land Surveying "° '°"` ALLIED eNo1vE(406)slsz-ozzl OVERALL SHEET 41 OF 42 PROJECT ENGINEER: CRM DRAWN BY: LJG , Geotechnical Engineering FAX(401582-5770 BOZEMAN MONTANA ENGINEERING COB WATER MAIN EXT. DESIGNED BY: CRM REVIEWED BY: CRM, SRS, TILT r crAt`o ' BORE LOG&LOCATION MAP vrc s.w TP#105 l!; ,T. NOTES: .. -4ILTP#10 PIA)1cT\c I,rin: 3 TEST PIT LOCATIONS ARE APPROXIMATE LOGS OF TP#101 TO TP#105 ARE REPRODUCED DIRECTLY FROM EXPLORATIONS PERFORMED BY HKM ASSOCIATES IN 1988 FOR SANITARY SEWER IMPROVEMENTS. i - BOZEMAN,MONTANA I � 7 p , ' t i r TP #104 t Other i I r 1 ; $ d o z 8« (Sample 1 1 - = MATERIAL DESCRIPTIONS a charade, j e r t / f 1• r n o E o `o Laboratory 1 ( esting,etc.) ' � a OM z m f U T Wt ;; TP#1 O? TOPSOIL,with organic matter C lit �> �^i SILT;ML:slightly mist,firm, \ „ f I 1, i light yellow brown,salt abundant a WELL GRADED GRAVEL WITH SAND,GW,moist, i compact,dark yellow brown. ACK J.OX Gravel 62%d ameter=t0% 3%rounded cobbles 6'diameter Sand=26.3% Silt and Clay=1.7% 1 1 1 IL_•.ter. POORLY GRADED GRAVEL WITH SILT AND SAND,GP-GM; very moist-wet compact, } light yellow brown 3%rounded cobbles,6'd amelor, t TP#101 10.0 occasional e'diameter -ilk a Air TP #101 TP#102 TP #103 TP #105 Other other _ Other Other 2!E (Sample C 3 C (Sample K m �Y L.. (Sample � N 3 L, E Character, MATERIAL DESCRIPTIONS character, = S MATERIAL DESCRIPTIONS !a elraraclar, = S MATERIAL DESCRIPTIONS - character, _ _S MATERIAL DESCRIPTIONS o q e G S ? .o c Laboratory n m$ E ? o o Laboratory i u S E �.o o c Laboratory m Q$ E ?o .o o Laboratory z m f U lCaling,etc.) a 0� in z m S U tearing,etc.) ti U J in z m f U Testing,etc.) o U J r'n z m f U Testing,etc.) TOPSOIL;win orgre-matter TOPSOIL TOPSOIL:with organic matter 1 OPSOIt wmr or natter POORLY GRAULU GRAVEL WITH f SILT AND SAND;GP-GM: moist,compact-dense,light yoliow WELL GRADED GRAVEL WITH brown 4%rounded boulders 3'-12' SAND;G WI moist,compact. Sack 23X Sand=10% diameter dark yellow brown, y SILT;MIL,slightly mist to very nwlsl, 4%rounded cobbles 6'-8' i soft-firm,light yellow brown,increasing Silt and Clay=90% - --- SACK 10% Gravel=73% in diameter 2% 5.0 moisture with depth.No salts present. SAC 22% Direct shear 5.0 SILT;Nislightly moist(t L.L.=29 D 4.0), 5.0 Sand=21. 5.0 P.I.=5 Silt and Clay=5.8% Routs at lour feet on Shelby tube mast(4.0 9.5),vary most 19.5 11 0). Max.btl=107.1 pd L.L.=31 sample firm to soh,light brown,no salt present -- -- - 0=24• Opt.MC=17.3% PI=8 Sulfate content=<0.01 C=0 - POORLY GRADED GRAVEL WITH Dry oat W.952pd SILT AND SAND,GP-GM; POORLY GRADED GRAVEL WITH = coot-saturated compact-dense, SILT AND SAND; -SACK 10% Minimum Electrical light yellow brown,4%rounded - very mist-saturated,mist-saturated,compact, Resishvrry 4320 =4320 WELL GRADED GRAVEL WITH SAND;GW; boulders 3'-12'diameter, light yellow brown,3%cobbles OHM-CM very mast to wet,compact,dark brown, Iron staining at 10.0 8'in diameter, years to perforation of 10.0 10.0 3%cobbles 5'in diameter G.W.6124188 16 gage metal>39 10.0 10.0 G.W.6124/88 G.W.6/24188 _ WELL GRADED GRAVEL WITH SAND,GW; wet to saturated,compactclonse,dark brown NO. REVISIONS DRAWN BY DATE 0 300 600 Tq SHEET y q COB WATER MAIN EXTENSION PRO,n 0001 r w e Civil Engineering 3z nlscovElLY Dxlve DATE "001 CA 2 OF A 2 BOZEMAP DWG SCALE: 1 INCH - 300 1 I M.osce TEST PIT LOGS AND LOCATION MAY ��`� � g PHONE(N,M759721 RL LC' i.I SHE Y Y Land Surveying PHONE(406)582-0221 Off' �l.l.SHEET 42 OF 42 O6el° ALLIED PROJECT ENGINEER: CRM DRAWN BY: LJC Gcotcchnical Engineering VAX(aofi)582-5770 III WATER MAIN EXT. BOZLMAN,MONTIINA ENGINEERING DESIGNED BY: CRM REVIEWED BY: CRM, SRS, TILTA )GS&LOCATION MAP